k:(01) kueny jobsjefferson countymodeljefferson co.highway...

1.0KUENY ARCHITECTS, LLC10505 CORPORATE DRIVE - SUITE 100 PLEASANT PRAIRIE, WI 53158 PHONE (262) 857-8101 FAX (262) 857 8103

SITE MAP GENERAL NOTES1. All concrete to test 4000 psi in 28 days.2. Verify all dimensions, access, utilities and working conditions in the field.3. Conform to all applicable codes, ordinances and safety standards.4. Obtain and pay for all required permits and fees.5. Notify Architect immediately if work cannot proceed as shown on Drawings or as

described in the Specifications.6. No concrete to be poured without Architect's prior review.7. All Contractor's to co-operate with all trades, Owner's and Architect's

representatives.8. Leave site clean, neat and free of debris at all times.9. Each Prime and Sub-contractor is responsible for having read each page of the

Specifications, Drawings, Addenda and Change Orders.10. Guard against interfering with Owner's operations.11. These Drawings contain no provisions or procedures for on-site safety. Each

Contractor and their employees are responsible to follow all laws and ordinancesand provide their own engineering to provide a safe work place.

12. The locations of existing underground utilities, shown on these Drawings, areshown in an approximate way only and have not been independently verified bythe Owner or its representatives. The Contractor shall determine the exactlocation of all existing utilities before commencing work, and agrees to be fullyresponsible for any and all damages which might be occassioned by theContractor's failure to exactly locate and preserve any and all undergroundutilities.

13. Services perform for this project have been conducted in a manner consistentwith the level of care and skill ordinarily exercised by members of the professioncurrently practicing in this area under similar budget and time constraints. Nowarranty, expressed or implied, is made.

MATERIAL INDICATIONS

DRAWING LEGENDNew or Required Point Elevation

Existing Point Elevation

Existing Contours

New or Required Contours

A Grid Lines

13.1

Building Section

Wall Section

Room/Space Number

Door Number

SHEET INDEX

Earth Backfill

Rigid Insulation

Concrete Block

Aluminum

Lumber (Rough)

Steel

Sand Fill

Concrete

Finished Wood

Stone Fill

Plywood

Batt Insulation

14.1

Room 1

101 Interior Elevation

Detail Section15.1

1

7.1

CONSULTANTS

15.1

Detail NumberPage Number

Exterior Elevation12.1

1 Wall Tag

+ 100.0

+ 100.0

+ 100.0

+ 100.0

Jefferson CountySatellite Facilities

Lake Mills Site & Concord Site

March 22, 2016

Jefferson CountySatellite Facilities

PlumbingP100a Plumbing PlansP100b Plumbing PlansP200a Plumbing Isometrics and DetailsP200b Plumbing Isometrics and Details

HVACM100a HVAC Plans and SchedulesM100b HVAC Plans and SchedulesM101a DetailsM101b DetailsMIB D Informative Bid 'D' - Informational Plan

ElectricalE-101 Electrical Site Plan - Lake MillsE-102 Electrical Site Plan - ConcordE-201 Master Lighting PlanE-301 Master Power PlanE-401 Panel Schedules - Lake MillsE-402 Electrical DetailsE-403 Electrical Riser and Details

1.0 Title Sheet

ARCHITECTURALA-101 Lake Mills Existing SiteA-102 Lake Mills SiteA-103 Concord Existing SiteA-104 Concord SiteA-201 Floor PlanA-203 Exterior Elevations - Lake Mills SiteA-204 Exterior Elevations- Concord SiteA-301 Building SectionA-401 Wall SectionsA-402 Wall SectionsA-501 Break Area Ceiling Plan, Interior Elevations

and DetailsA-601 Room and Door SchedulesS-901 Foundation PlanS-902 Roof and Framing Plan

ARCHITECT Kueny Architects 10505 Corporate Drive Suite 100(262) 857-8101 Pleasant Prairie, Wisconsin 53158Architect of Record - Jon P. Wallenkamp

LAKE MILLS-SITE LOCATION #1

CONCORD-SITE LOCATION #2

PLUMBING Southport Engineered Systems 205 N. Dewey Street(262) 818-4409 Eau Claire, Wisconsin 54703Project Manager - Robert F. Novak

H.V.A.C. Southport Engineered Systems 1343 S. 27th Street(262) 824-8675 Caledonia, Wisconsin 53108Project Manager - Tim Pann

ELECTRICAL Root Engineering Services, P.C. 4215 Grove Ave(847) 249-8398 Gurnee, Illinois 60031Project Manager - Richard Root, P.E.

EXISTING SALTSTORAGE

DEMO EXISTIING CURB DEMO EXISTING CURB

OASIS LANE

839

840

841

842

843

844

839838

837836

835

834

833

832

831

830

843842

84184

0

844 845 846

843

842

844

845

846

832

831

830

833 834 835 836837 838 839

840

841

838

839840

841842

843844

845

833

kuenyarch.com ©2016 Kueny Architects L.L.C. - All Rights Reserved

PLAN NORTHSCALE: 1" = 30'-0"

A-101Jefferson County - Satellite Facilities

March 22, 2016

Lake Mills Existing SiteLake Mills Site & Concord Site

SLT

SLT

SLT

SLT

SLT

SLT

SLT

SLT SLTSLT SLT SLT SLT SLT SLT SLT SLT SLT SLT SLT SLT SLT SLT SLT SLT SLT SLT SLT SLT SLT SLT SLT

SLT

SLT

SLT

SLT

SLT

SLT

SLT

SLT

SLT

SLTSLT

SLT SLTSLT SLT SLT SLT SLT SLT SLT SLT SLT SLT SLT SLT SLT SLT SLT SLT SLT

840

841

842

839 843

844

845

838

839

836

837

836

837

838

839 840 841

842 843

840

EXISTING SALTSTORAGE

PARKING

20'-0" 20'-0" 20'-0"

STORAGE BINS

STST

STST

STST

STSTST

SANSANSANSAN

SAN

SAN

PRIV

ATE SA

N

W

GATE

FUTURE - STACKEDCONCRETE BLOCKS

PROPOSED FACILITYFFE - 840.5

GATE

OASIS LANE

FUTURE CONDUIT

POWER TO GATE

NEW 6'-0" HIGH BLACKCOATED CHAIN LINK FENCE

PRIV

ATE SA

N

19'-10 11/16" 115'-6" 10'-0" 35'-0" 22'-0"

5'-6"

TYP

10'-0"

60'-0"

24'-8"

164'-3"

40'-0"

150'-0"

152'-0

"

107'-0

"20

'-0

"

54'-8"

159'-4"

27'-0

"

116'-0"

10'-0"24'-0"

FUTURE FUELING AREA

ASPHALT YARD ALT BID

839

840

841

842

843

844

839838

837836

835

834

833

832

831

830

843842

84184

0

844 845 846

843

842

844

845

846

832

831

830

833 834 835 836837 838 839

840

841

838

839840

841842

843844

845

833

RETAINING WALL834835835834833

835834833

832831830

2A-104

Sim

6A-104

Sim

INSTALL SILT FENCEAROUND ALL DISTURBED

AREA

2A-104

Sim

6A-104

Sim

2A-104

Sim

CONCRETE TYPE 'B'

CONCRETETYPE 'A'

CONCRETE TYPE 'A'

C.B. #1RIM: 838.5INVERT: 836.8

363' - 12" RCP @ 1.04%

PEAK FLOW CALCULATION:32,600 S.F. PAVING X 32.5 S.F./GPM = 1,004 GPM6,100 S.F. LAWN X 104 S.F./GPM = 59 GPMTOTAL EXPECTED LOAD = 1,063 GMPALLOWABLE LOAD = 1,630 GPM

4A-104

Sim

4A-104

Sim

4A-104

Sim

3A-104

Sim

12" DIA PIPE W/ APRONINVERT: 833

C.B. #2RIM: 837.25INVERT: 834.2

6" DIA SAN PIPEINVERT: 836.5

EXISTING SANITARY MANHOLERIM: VERIFY IN FIELDINVERT: 832.4 MAX

PEAK FLOW CALCULATION:9,600 S.F. ROOF X 26 S.F./GPM = 370 GPM9,000 S.F. LAWN X 104 S.F./GPM = 87 GPMTOTAL EXPECTED LOAD = 457 GMPALLOWABLE LOAD = 710 GPM

8" PVC C900225' @ 1.04%

C.B. #3RIM: 838.85

INVERT: 835.35

6" PVC C900162' @ 1.04%

8" DIA PIPE W/ APRONINVERT: 833

6" PVC C900166' @ 1.04%

8" P

VC C

900

75' @

1.04%

PEAK FLOW CALCULATION:4800 S.F. ROOF X 26 S.F./GPM = 185 GPMALLOWABLE LOAD = 340 GPM

STSTSTSTST

ASPHALT

FUEL RUNOFFFILTRATION SYSTEM

FUTURE ISLAND

CONCRETE PAD

NEW TOPO

EXISTING TOPO

PROJECT LIMITS

6' CHAIN LINKFENCE

GRASS


PLAN NORTHSCALE: As indicated


March 22, 2016

Lake Mills SiteLake Mills Site & Concord Site

1" = 30'-0"1 Lake Mills Site NOTE

SEE SHEET A-104 FOR SITE PLAN DETAILS

(FORMERLY S.T.H. 135)L1

PER DEED)

WAY PLAT)

S

S

S

S

S

S

S

100'

50'

100'

20'

30'

63'

CK

SETB

ACK

SETBACK

SETB

ACK

SETB

ACK

APPRO

XIAMTE ED

GE O

F STREAM

APPROXIAMTE EDGE OF STREAM

29' WEST

S 18°50'48" E 325.93'

S 09°14'10" W

130.69'

W 238.68'

33.00'L1 S 53°24'57" W

L2 S 48°23'07" W 22.57'

LINE TABLE

N 03°31'37" W 365.07'

N 00°05'35" E 747.59'

UNDERGROUDCABLE INDICATORPOST

WOODBUILDING

ONE STORYMETAL

BUILDING

ONE STORY

ASPHALT

N 6496 COUNTY SHOP ROAD

RAMP

STOCKPILE

CULT

IVAT

E

EDGE OF

4.57'

FENCE

0.34' EAST

FENCE

SOU

THER

LY RIG

HT-O

F-WAY O

F I-94

LINE O

F COUNTY ROAD "F" 100'

EDG

E OF PAVEM

ENT

COUNTY SHOP ROAD

33'

66'

( 66 FT. W

D, PUBLIC R.OW.)

WES

T LI

NE

OF

NE

1/4

OF

THE

NW

1/4

OF

SEC

TIO

N 1

5

NW COR OF NW1/4SECTION 15, T6N, R16ETOWN OF CONCORD

EAST

LIN

E O

F N

W 1

/4 O

F TH

E N

W1/

4 O

F S

ECTI

ON

15

WE S

T LI

NE

OF

NE

1/4

OF

THE

NW

1/4

OF

SEC

TIO

N 1

5

APPROXIMATEEDGE OF WETLANDS

APPRO

XIMATE

EDG

E OF

WE

ZONED A-1

(REC AS 2 RODS)

TANK ENCLOSURE

GUARDRAIL

2.85'

RODS)

272601 Sq. Feet6.2580 Acres

X

X

X

X

X

X

X

X

XX

XX

XX

PARCEL

F

COUNTY

SHO

P ROAD

I-94

846

848

850

848

846

860

850

860

852

848

850


PLAN NORTHSCALE: 1" = 40'-0"


March 22, 2016

Concord Existing SiteLake Mills Site & Concord Site

(FORMERLY S.T.H. 135)

S.T.H. 135)

L1

L2

1359.33'S 87°50'43" E

1309.83'

1327.72'

N 00° 06' 12" E

2655.43'

(REC AS S 54°09' W 1782.90' FROM RD. P.I. PER DEED)

(REC AS 1682.90' FROM RD. P.I. PER HIGHWAY PLAT)

49.50'

S

S

S

S

S

S

S

S

2 1/4" FIPSOUTH 4.9'EAST 0.85'

2 1/4" FIPSOUTH 4.33'EAST 0.82'

2 1/4" FIPSOUTH 4.08'WEST 2.75'' SS

100'

50'

100'

20'

20'

30'

63'

SETBACK

SETB

ACK

SETBACK

SETB

ACK

SETB

ACK

APPRO

XIAMTE ED

GE O

F STREAM

APPROXIAMTE EDGE OF STREAM

EDG

E O

F ST

REA

MXI

AMTE

29' WEST

S 18°50'48" E 325.93'

S 09°14'10" W

130.69'

S 48°22'17" W 238.68'

132.16'

N 87°50'43" W

33.00'L1 S 53°24'57" W

L2 S 48°23'07" W 22.57'

LINE TABLE

S 54°04'12" W 1682.93'

N 03°31'37" W 365.07'

N 00°05'35" E 747.59'

UNDERGROUDCABLE INDICATORPOST

WOODBUILDING

ONE STORYMETAL

BUILDING

ONE STORY

N 6496 COUNTY SHOP ROAD

RAMP

STOCKPILE

CULT

IVAT

E

EDGE OF

4.57' FENCE

FENCE

0.34' EAST

FENCE

SOU

THER

LY RIG

HT-O

F-WAY O

F I-94

NORTHERLY RIG

HT-OF-W

AY LINE O

F COUNTY ROAD "F" 100'

EDG

E OF PAVEM

ENT

DGE OF PAVEMENT

33'

66'

WE S

T LI

NE

OF

NE

1/4

OF

THE

NW

1/4

OF

SEC

TIO

N 1

5

OAD "F"

OW.)OAD "F

"

EXTENSION OF THE SOUTH LINEOF THE NW1/4 OF NW1/4 OF SECTION 15

SW COR OF NW1/4SECTION 15, T6N, R16ETOWN OF CONCORD

NW COR OF NW1/4SECTION 15, T6N, R16ETOWN OF CONCORD

EAST

LIN

E O

F N

W 1

/4 O

F TH

E N

W1/

4 O

F S

ECTI

ON

15

WE S

T LI

NE

OF

NE

1/4

OF

THE

NW

1/4

OF

SEC

TIO

N 1

5

SOUTH LINE OF THE NE1/4 OF THE NW1/4 OF SECTION 15

POINT OF BEGINNING

WES

T LI

NE

OF

T HE

NW

1/4

OF

SEC

TIO

N 1

5

APPROXIMATEEDGE OF WETLANDS

APPRO

XIMATE

EDG

E OF

WETLANDS

4.13'

76.3'

(REC AS 2 RODS)

TANK ENCLOSURE

GUARDRAIL

(REC AS3 RODS)

342.85'

(REC AS 23 RODS)

X

X

X

X

X

X

X

X

X

X

X

X

X

X

XX

XX

XX

F3"AL CAP

F

SLT

SLT

SLT

SLT

SLT

SLT

SLT

SLT

SLT

SLT

SLT

SLT

SLT SLTSLT

SLT

SLT

SLT

SLT

SLT

SLT

SLT

SLT

SLT

SLT

SLT

SLT

SLT

SLTSLT SLT

EXISTING PAVEMENT

EXISTING

BUILDING TO

REMAIN

PAR

KIN

G

FUTURE SALTBUILDING

I-94

I-94

846

846

846

848

850

848

846

860

850

860

852

850

FUTURE PAVING

FUTUR

E FUE

L

AREA

PROPOSEDHOLDING TANK

PROPOSEDWELLLOCATION

12

34

56

PROPOSEDGRASS AREA

30

'-0

"

GRAVEL

191'-6"

50'-0" 54'-8"27'-0"

59'-8"

159'-4

"

234'-0"

234'-0"

DOWN SPOUTDRAIN TILE -

ALT BID

2A-104

Sim

2A-104

Sim

2A-104

Sim

2A-104

Sim

EXISTINGBUILDING TO

REMAIN

850

850

851 851

851

851

851

850

850

850

F.F.851.50

COUNTY TOREMOVE EXISTINGMATERIAL PILE

COUNTY TODEMOLISH EXISTING

ITEMS

NEW ASPHALT TO EXISTINGBUILDING. COUNTY TO REMOVEEXISTING ASPHALT AS NEEDED

MATCH EXISTINGPAVEMENT EDGE

EXCESSFABRIC

GEOTEXTILEFABRIC

2FLOW DIRECTION

1

3ANCHOR STAKEMIN. 18" LONG

TIEBACK BETWEEN FENCEPOST AND ANCHOR

SILTFENCE

FLOW DIRECTION

2

GEOTEXTILEFABRIC ONLY

BACKFILL & COMPACTTRENCH WITHEXCAVATED SOIL

FLOW D

IRECTIO

N

MAY BE REQUIRED IN UNSTABLE SOILS

2'-0

"

3'-0" MAX.

3'-0" MAX.

3'-0" MAX.

3'-0" MAX.

2

FLOW

FOLD3" MAX.

GEOTEXTILEFABRIC

3SUPPORT CORD

NOTE:*

*

*

*

*

NOTE: ADDITIONAL POST DEPTH OR TIE BACKS

4

GENERAL NOTESSILT FENCE

TRENCH DETAILSILT FENCE TIE BACK

TWIST METHOD

HOOK METHOD

FLOW DIRECTION

FLOW DIRECTION

5

2'-0" MIN.

1'-0" MIN.

WOOD POST

WOOD POST

GEOTEXTILEFABRIC

GEOTEXTILEFABRIC

JOINING TWO LENGTHS OF SILT FENCE

GEOTEXTILEFABRIC

GEOTEXTILEFABRIC

WOOD POST

WOOD POST

(WHEN ADDITIONAL SUPPORT REQUIRED)

WOOD POSTSLENGTH 3'-4'20" DEPTHIN GROUND

ATTACH THE FABRIC TO THEPOSTS WITH WIRE STAPLES ORWOODEN LATH AND NAILS

8'-0" POST SPACINGALLOWED IF A WOVENGEOTEXTILE FABRIC ISUSED.

HORIZONTAL BRACE REQUIRED WITH 2" X 4" WOODEN FRAME OREQUIVALENT AT TOP OF POSTS.

TRENCH SHALL BE A MINIMUM OF 4" WIDE & 6" DEEP TO BURY AND ANCHORTHE GEOTEXTILE FABRIC. FOLD MATERIAL TO FIT TRENCH AND BACKFILL& COMPACT TRENCH WITH EXCAVATED SOIL.

SILT FENCE TO EXTEND ACROSS THE TOP OF THE PIPE.

CONSTRUCT SILT FENCE FROM A CONTINUOUS ROLL IF POSSIBLEBY CUTTING LENGTHS TO AVOID JOINTS. IF A JOINT IS NECESSARYUSE ONE OF THE FOLLOWINGTWO METHODS; A) OVERLAP THE END POSTS AND TWIST, ORROTATE, AT LEAST 180 DEGREES, B) HOOK THE END OF EACH SILTFENCE LENGTH.

5

WOOD POSTS SHALL BE A MINIMUM SIZE OF 1" X 1" OF OAK OR HICKORY.

SILT FENCE

PITCH

CRUSHED LIMESTONE

GRASS OR

ASPHALT

PER PAVEMENT KEY

Asphalt @ Concrete

1/2"

CRUSHED LIMESTONE

PAVING PER SITE PLAN

Asphalt @ Topsoil

NEW GRASS

2"

4"

6"

2" SURFACE COURSE

4" BINDER COURSE

CRUSHED STONE AGGREGATE

VINYL COATED CHAIN-LINK FENCE

FENCE LINE POST

FENCE LINE POST

8'-0"

3'-0

"6'-0

"

2'-9"

3"




March 22, 2016

Concord SiteLake Mills Site & Concord Site

3/4" = 1'-0"2 Silt Fence Details

3/4" = 1'-0"3 Asphalt @ Concrete - Typ. 3/4" = 1'-0"4 Asphalt @ Topsoil - Typ.

1" = 1'-0"5 Typ. Site Asphalt 1/4" = 1'-0"6 Typ. Site Fence- Elevation 1

N6469 County Shop Road, Concord,WI 53066

REF

.

REF

.

A

D

1A-301

1A-301

A-2033

2A-301

2A-301

2A-402

05 07

1'-10" 20'-0" 2'-0" 20'-0" 2'-0" 20'-0" 2'-0" 20'-0" 7'-4" 20'-0" 2'-8" 16'-0" 2'-0" 16'-0" 5'-10"

vehicle storage105

0403

A-2012

5A-402

vehicle storage106

8" 22'-2" 22'-0" 22'-0" 26'-0" 24'-0" 17'-10" 22'-4" 8"

02 06

1'-0"

storage104

WH

toilet101

12

locker room102

25'-6"

08

ready room100

GR

ASS

3A-301

3A-301

2A-401

53'-0

"

C.9

8.1

42'-6"

2'-8"

2'-8"

2'-8"2'-6"

1'-4"

1'-4"

010.9

3A-401

5A-401

4A-401

A.1

2'-8" 3'-4" 2'-8" 2'-8"1'-10"

8"

51'-8

"8"

22'-0

"

1A-401

8'-8" 2'-8" 1'-10"

13'-2" 20'-0" 12'-0" 67'-4" 12'-0" 20'-0" 13'-2"

157'-8"

A-2034

A-2032

A-2031

32'-6"

2'-8"

2'-8"

5'-4"

2'-6"

39'-1

0"

13'-2"

105-C

OH105-A

OH105-B

OH105-C

OH105-D

OH106-A

OH106-B

OH106-C

106-B

101-A

103-A

104-A

105-A

105-B

3A-402

A-2042

mech103

OVERHEAD DOOR OPENER1,2,3,4 3

4

5

B

C

1A-402

A-2041

A-2043

A-2044

4A-402

106-A

105-D

CONCORD LAKE MILLS

CONCORD

LAKE MILLS

CONCORD

LAKEMILLS

CONCORDLAKE MILLS

1'-1

0"

5A-501

Sim

9'-0

"

5'-0"

5A-501

Sim5

A-501

Sim

5A-501

Sim

102-A

(03 30 00) TYP. CONTROL JOINTS

F.E.

(07 60 00) GUTTERS &DOWNSPOUTS PER EXTERIORELEVATIONS

4

840' - 6"

CB840'-2"

CB840'-2" CB

840'-2"

CB840'-2"

2A-402

Sim

2A-402

Sim

A

D

2A-301

2A-301

2A-402

05 070403

5A-402

02 06 08

3A-301

3A-301

20'-0" 2'-0" 20'-0" 2'-0" 20'-0" 2'-0" 20'-0" 7'-4" 20'-0" 2'-8" 16'-0" 2'-0" 16'-0"

40'-6"

vehicle storage106

8" 22'-2" 22'-0" 22'-0" 26'-0" 24'-0" 17'-10" 22'-4" 8"

1'-0"

7'-8

3/8

"

25'-6"

5'-2"

8"

51'-8

"

8"

2A-401

C.9

8.1010.9

3A-401 5

A-401

4A-401

A.1

2'-8" 4'-0" 2'-0" 4'-0" 2'-0" 4'-0" 4'-0" 4'-0" 2'-0" 4'-0" 2'-0" 4'-0" 2'-0" 4'-0" 4'-0" 4'-0" 2'-0" 4'-0" 2'-0" 4'-0" 2'-8"

13'-2" 20'-0" 12'-0" 67'-4" 12'-0" 20'-0" 13'-2"

2'-0" 4'-0" 2'-0" 4'-0" 2'-0" 4'-0" 2'-0"2'-0" 4'-0" 2'-0" 4'-0" 2'-0" 4'-0" 2'-0"

39'-1

0"

13'-2"

5'-2"

4'-0

"3'-4"

4'-0

"3'-4"

4'-0

"3'-4"

4'-0

"8'-8"

5'-2"

4'-0

"2'-8"

4'-0

"2'-8"

4'-0

"2'-8"

4'-0

"2'-8"

4'-0

"4'-0

"

39'-1

0"

13'-2"

157'-8"

1A-401

3A-402

B

C

1A-402

4A-402

SEE E

XTER

IOR

ELEV

ATIO

NS F

OR

CO

NCO

RD

SIT

ECELESTO

RY L

AYO

UT IS D

IFFER

ENT F

RO

M L

AKE M

ILLS S

ITE

SEE E

XTER

IOR

ELEV

ATIO

NS F

OR

CO

NCO

RD

SIT

ECELESTO

RY L

AYO

UT IS D

IFFER

ENT F

RO

M L

AKE M

ILLS S

ITE

(07 60 00) GUTTERS &DOWNSPOUTS PER EXTERIORELEVATIONS

A

2A-301

2A-402

07

5A-402

08 8.1

A.1

103-A

101-A

104-A

15'-4" 8'-10" 13'-10"

8'-8"

4'-4"

8'-4"

8'-4" 6'-10"

8'-4"

4'-8"

7'-5

3/4

"

21'-4

"

TABLEBY OWNER

8'-0" 4" 6'-10" 8'-2" 9 1/2" 13'-10 1/2"

TIMECLOCK

TV

MICROWAVEBY OWNER

ready room100

locker room102

storage104

toilet101

2'-10"

7 5/8"

mech103

W.H.

ADABENCH

B

A-501

8A-501

11

109

8'-2"

8'-6"

(13 34 19) METAL WALL PANELS &GIRTS (R-25 MIN INSULATION PERSPECS)

1A-402

REQ

UIR

EM

ENTS

PER

SHO

WER

SPEC

4'-8"

3 5

/8"

3 5/8"

3 5

/8"

4"

8'-4" 7'-0" 5'-2" 3'-4" 4" 13'-2"

3 7/8"

3A-501

Sim

1'-2

"

7

A-2034

A-2033

A-2042

CONCORD

LAKEMILLS

A-2041

CONCORDLAKEMILLS

105-D

13'-4"

8"

22'-4" 8"

102-A

106-A

(10 80 00) F.E. CABINET

BLINDS

BLIN

DS

3'-6"

1'-9

1/2

"

(07 60 00) GUTTERSAND DOWNSPOUTS PEREXTERIOR ELEVATIONS

6

53

1

2

7

1'-6 1/4"

38'-0"

(22 42 00) PLUMBING FIXTURES PERPLUMBING SPECS AND PLANS

(10 80 00) WALL MOUNTER FIREEXTINGUISHER CABINET

FRIDGE BYOWNER

2A-402

Sim

2A-402

Sim


PLAN NORTHNot To Scale


March 22, 2016

Floor PlanLake Mills Site & Concord Site

1/8" = 1'-0"1 Master Floor Plan

SPECIALTY EQUIPMENT SCHEDULE

MARK DESCRIPTION COUNT1 18" Heavy-Duty Grab Bar 12 36" Heavy Duty Grab Bar 13 42" Heavy-Duty Grab Bar 15 Standard Toilet Tissue Dispenser (By Owner) 16 Soap Dispenser (By Owner) 17 Mirror - 24" x 36" 1

SHEET INDEX

MARK DESCRIPTION1 1-1/2" WATER2 AIR3 GARAGE DOOR CONTROL 1,2,3,44 FIRE EXTINGUISHER5 CABLE PROVIDER

1/8" = 1'-0"3 Master Floor Plan - Clearstory Plan 1/4" = 1'-0"2 Break Area Plan1

LEVEL 10'-0"

LEVEL 218'-0"

1A-301

05 07040302 06 08 8.1010.9

1A-401

LEVEL 321'-4"

10'-0

"

1A-402

16'-0

"

5'-10"16'-0"2'-0"16'-0"2'-8"20'-0"7'-4"20'-0"2'-0"20'-0"2'-0"20'-0"2'-0"20'-0"1'-10"

A-5012

Sim

(04 20 00) 8" CMU BLOCK. BLOCKTYPE PER EXTERIOR ELEVATIONS


(13 34 19) METAL PANEL ROOF(MIN INSULATION PER SPECS - R-38)

DOOR PER SHEDULE

OVERHEAD DOORPER DOOR SCHEDULE

(04 20 00) BLOCK TYPE 1

(04 20 00) BLOCK TYPE 3

(04 20 00) BLOCK TYPE 1

(04 20 00) BLOCK TYPE 3

(04 20 00) BLOCK TYPE 1

(04 20 00) BLOCK TYPE 3

A-5012

Sim

(07 60 00) ALUMINUM DOWNSPOUTSPER EXTERIOR ELEVATIONS

(07 60 00) ALUMINUM GUTTER(07 60 00) ALUMINUM DOWNSPOUTSPER EXTERIOR ELEVATIONS

(07 60 00) ALUMINUM GUTTER(07 60 00) ALUMINUM DOWNSPOUTSPER EXTERIOR ELEVATIONS

(07 60 00) ALUMINUM GUTTER


LEVEL 10'-0"

LEVEL 218'-0"

1A-301

0507 04 03 020608

2A-401

8.1 01 0.9

3A-401

5A-401

4A-401

13'-2"20'-0"8'-8"74'-0"8'-8"20'-0"13'-2"

2'-8"

6'-4"

2'-4"

10'-8"

1'-4

"2'-8"

4'-0

"6'-8"

2'-8"

3'-4"3'-4"

21'-7

1/2

"

LEVEL 321'-4"

1A-402

2'-8"

6'-2"

4"

2'-2"

2'-8"3'-4"2'-8"1'-10"

4'-0"2'-0"4'-0"2'-0"4'-0"

10'-8"

1'-4

"

2'-8"

4'-0"2'-0"4'-0"

10'-8"

2'-8"

TYP.

4'-0"

TYP.

2'-8"

4'-0"2'-0"4'-0"

14'-8"

11'-4"

(08 80 00) SPANDRELGLASS UPPER PANE

8'-8"

4A-402

2'-8"3'-4"2'-8"

BLOCK 2BLOCK 1BLOCK 4

BLOCK 3BLOCK 1

BLOCK 4

BLOCK 3

BLOCK 4

BLOCK 2

BLOCK 4

(07 60 00) SHEETMETAL WALL CAP

(08 41 13)(0 8 80 00) ALUMINUM FRAMEW/ 1" LOW-E INSULATED GLAZING

(08 80 00)(08 41 13) ALUMINUMFRAME W/ 1" LOW-E INSULATEDGLAZING


(07 60 00) ALUMINUM DOWNSPOUTSPER EXTERIOR ELEVATIONS(07 60 00) ALUMINUM DOWNSPOUTS

PER EXTERIOR ELEVATIONS

(07 60 00) ALUMINUM DOWNSPOUTS PEREXTERIOR ELEVATIONS



GRILLES AND VENTSPER HVAC PLANS

LEVEL 10'-0"

LEVEL 218'-0"

A D

3A-301

C.9A.1

LEVEL 321'-4"

2'-4"

6'-4"

2'-8"

2'-8"

2'-0

"10

'-0

"

B C

8'-8"

2'-6" 2'-8" 2'-8" 2'-8" 2'-8"

(07 60 00) SHEETMETAL WALL CAP

(04 20 00) BLOCK TYPE 4

(08 41 13)(0 8 80 00) ALUMINUMFRAMEW/ 1" LOW-E INSULATED GLAZING

(04 20 00) BLOCK TYPE 2

(04 20 00) BLOCK TYPE 3

4'-0" 4'-0" 2'-8" 4'-0" 2'-8" 4'-0" 2'-8" 4'-0" 2'-8" 4'-0"

A-5012

Sim

(08 80 00)(08 41 13) ALUMINUMFRAME W/ 1" LOW-E INSULATEDGLAZING

6'-11

1/4

"4 3

/4"

DOOR PER SCHEDULE

13'-2" 39'-10"

2'-8"

12'-0

"

GRILLES PERHVAC PLANS

LEVEL 10'-0"

LEVEL 218'-0"

AD

5A-402

3A-301

C.9

4'-0" 3'-4" 4'-0" 3'-4" 4'-0" 3'-4" 4'-0" 8'-8"

2'-8" 2'-8" 2'-8" 2'-8" 2'-6"

2'-8"

8'-8"

A.1

LEVEL 321'-4"

2'-8"

2'-0

"

10'-0

"

BC

(08 80 00) SPANDREL GLASSUPPER PANE

2'-2"

4"

6'-2"

(04 20 00) BLOCK TYPE 4


BLOCK TYPE 2

BLOCK TYPE 3

A-5012

Sim

GRILLES AND VENTSPER HVAC PLANS


SCALE: 1/8" = 1'-0"


March 22, 2016

Exterior Elevations - Lake Mills SiteLake Mills Site & Concord Site

1/8" = 1'-0"1 West Elevation

1/8" = 1'-0"4 East Elevation

1/8" = 1'-0"2 North Elevation 1/8" = 1'-0"3 South Elevation

LEVEL 10'-0"

LEVEL 218'-0"

AD

3A-301

C.9 A.1

LEVEL 321'-4"

BC

12'-0

"

14'-8"

4'-0" 6'-10" 4'-0" 6'-10" 4'-0" 6'-10" 4'-0"

10'-6 2

1/32"

7'-4

"

(04 20 00) BLOCKTYPE 2

(13 34 19) ARCHITECTURALMETAL PANELS

(08 41 13)(08 80 00) ALUMINUMFRAME W/ 1" INSULATED GLASS

(13 34 19) METAL FASCIA

A-5012

Sim

2" / 1'-0"2" / 1'-0"

LEVEL 10'-0"

LEVEL 218'-0"

1A-301

0507

04 03 0206088.1

01 0.9

LEVEL 321'-4"

1A-402

4A-402

(13 34 19) EXTERIOR ARCHITECTURALMETAL PANELS

7'-0" 4'-0" 21'-0" 4'-0" 6'-10" 4'-0" 7'-0" 4'-0" 7'-0" 4'-0" 7'-0" 4'-0" 7'-0"

TYP.

4'-0" 7'-0" 4'-0" 7'-0" 4'-0"

12'-4"

2'-8"


(04 20 00) BLOCK TYPE 2

(13 34 19) ARCHITECTURAL ROOFMETAL PANELS

4'-0"7'-0"

TYP.

4'-0"7'-0"4'-0"7'-0"4'-0"

12'-4"

2'-8"

(04 20 00) BLOCK TYPE 2


(07 60 00) ALUMINUM DOWNSPOUTS PEREXTERIOR ELEVATIONS



(07 60 00) CONNECTDOWNSPOUTS TO DRAIN TILE(TYP. ON ALL)

7'-4

"

LEVEL 10'-0"

LEVEL 218'-0"

A D

3A-301

C.9A.1

LEVEL 321'-4"

B C


(13 34 19) METAL FASCIAPANEL

8'-0" 4'-0" 7'-0" 4'-0" 7'-2". 4'-0" 7'-0" 4'-0" 8'-0"

2'-8"

4'-8"

7'-4

"

(04 20 00) BLOCK TYPE 2

A-5012

Sim

DOOR PER SCHEDULE

2'-8"

4'-8"

4"

7'-0

"


LEVEL 10'-0"

LEVEL 218'-0"

1A-301

05 07040302 06 08 8.1010.9

1A-401

LEVEL 321'-4"

(04 20 00) BLOCK TYPE 2

1'-10" 20'-0" 2'-0" 20'-0" 2'-0" 20'-0" 2'-0" 20'-0" 7'-4" 20'-0" 2'-8" 16'-0" 2'-0" 16'-0" 5'-10"

16'-0

"


(13 34 19) ARCHITECTURAL ROOFMETAL PANELS

(04 20 00) BLOCK TYPE 2A-5012

Sim A-5012

Sim

105-B 106-B




(07 60 00) ALUMINUM DOWNSPOUTSPER EXTERIOR ELEVATIONS(07 60 00) ALUMINUM GUTTER

(07 60 00) ALUMINUM DOWNSPOUTSPER EXTERIOR ELEVATIONS (13 34 19) EXTERIOR ARCHITECTURAL

METAL PANELS

kuenyarch.com ©2016 Kueny Architects L.L.C. - All Rights ReservedSCALE: 1/8" = 1'-0"


March 22, 2016

Exterior Elevations- Concord SiteLake Mills Site & Concord Site

1/8" = 1'-0"2 South Elevation - Concord Site

1/8" = 1'-0"1 East Elevation - Concord Site

1/8" = 1'-0"3 North Elevation - Concord Site

1/8" = 1'-0"4 West Elevation - Concord Site

LEVEL 10'-0"

LEVEL 218'-0"

A D

T.O. FOOTING-3'-0"

53'-0"

2A-301

3A-301

C.9A.1

8" 25'-10" 25'-10" 8"

LEVEL 321'-4"

3A-402

B C

105-A

LEVEL 10'-0"

LEVEL 218'-0"

1A-301

T.O. FOOTING-3'-0"

05 07040302 06 08

2A-401

8.1010.9

3A-401

5A-401

4A-401

LEVEL 321'-4"

1A-402

4A-402

9'-0

"


LEVEL 10'-0"

LEVEL 218'-0"

1A-301

T.O. FOOTING-3'-0"

0507 04 03 0206088.1 01 0.9

1A-401

LEVEL 321'-4"

OH105-A

OH105-B

OH105-C

OH105-D

OH106-A

OH106-B

OH106-C

106-B 105-B



March 22, 2016

Building SectionLake Mills Site & Concord Site

1/8" = 1'-0"1 Building Section

1/8" = 1'-0"2 Building Section.

1/8" = 1'-0"3 Building Section

LEVEL 10'-0"

LEVEL 218'-0"

A

T.O. FOOTING-3'-0"


(03 30 00) 10" CONCRETE WALL

(07 21 00) 2" RIGID INSULATIONTYP @ BUILDING PERIMETER

(03 30 00) FOOTING PER FOUNDATION PLAN

(03 30 00) 8" CONCRETE SLABW/ 10 MIL VAPOR BARRIEROVER 6" CRUSHED STONE

A.1

(04 20 00) #5 BARS 4'-0" O.C.GROUT SOLID INTO FOOTING

(04 20 00) 10" CMU BLOCK. BLOCK TYPEPER EXTERIOR ELEVATIONS

(03 30 00) 15# FELT PAPER BOND BREAKER.TYP AT ALL WALLS


(03 30 00) REINFORCINGPER FOUNDATION PLAN

(04 20 00) CONTINUOUS BOND BEAMW/ (2) #5 BARS

(07 60 00) CONT. SHEET METAL WALL CAP

LEVEL 321'-4"

10'-0

"8'-8"

2'-8"

4"

2'-8"

1'-0

"

6'-2"

4"

2'-2"

(04 20 00) DRAINAGE MAT W/ FLASHBLOCKSINGLE WYTHE CONCRETE MASONRY UNITDRAINAGE SYSTEM TYP. ON ALL EXTERIORWALLS

(05 12 00) LINTEL PER FRAMING PLAN

1'-0

"

3'-0

"


(07 60 00) CONNECT DOWNSPOUTSTO DRAIN TILE (TYP.)


(13 34 19) SLOPE CORNERS AWAY FROM PARAPETBUILD UP WITH METAL STUD FRAMING

(13 34 19) EXPOSED INSULATIONAND METAL BUILDING FRAMING


LEVEL 10'-0"

LEVEL 218'-0"

A

T.O. FOOTING-3'-0"

A.1








(04 20 00) 8" CMU BLOCK. BLOCK TYPE PEREXTERIOR ELEVATIONS


(08 80 00)(08 41 13) ALUMINUM FRAME W/ 1"LOW-E INSULATED GLAZING

(13 34 19) METAL BUILDING FRAME

(04 20 00) 6" CMU BLOCKTYPE PER EXTERIOR ELEVATIONS

LEVEL 321'-4"

2'-8"

1'-4

"10

'-8"

4"

2'-8"

1'-0

"



1'-0

"9'-0

"

(13 34 19) EXPOSED INSULATION ANDMETAL BUILDING FRAMING

(13 34 19) EXPOSED INSULATION ANDMETAL BUILDING FRAMING

LEVEL 10'-0"

LEVEL 218'-0"

A

T.O. FOOTING-3'-0"

A.1













2'-10

"6"

14'-8"

4"

2'-8"

1'-0

"(04 20 00) CONTINUOUS BOND BEAMW/ 2 #5 BARS

LEVEL 321'-4"



9'-0

"


LEVEL 10'-0"

LEVEL 218'-0"

A

T.O. FOOTING-3'-0"

A.1










(08 80 00)(08 41 13) ALUMINUM FRAME W/ 1"LOW-E INSULATED GLAZING




4'-8"

2'-8"

6'-8"

4'-0

"

(04 20 00) CONTINUOUS BOND BEAMW/ 2 #5 BARS

LEVEL 321'-4"

9'-0

"

1'-9" 8"


4"





LEVEL 10'-0"

LEVEL 218'-0"

D

T.O. FOOTING-3'-0"

C.9






(03 30 00) CONCRETE BOLLARD





LEVEL 321'-4"

A-5012

Sim

A-5011

(13 34 19) METAL FLASHING ON ALLDOOR JAMBS AND HEADERS



March 22, 2016

Wall SectionsLake Mills Site & Concord Site

1/2" = 1'-0"2 Wall Section 1/2" = 1'-0"3 Wall Section


1/2" = 1'-0"1 Wall Section

LEVEL 10'-0"

LEVEL 218'-0"

LEVEL 321'-4"

storage104



(03 30 00) 4" CONCRETE SLAB OVER4" CRUSHED STONE W/ 6X6 WI.4XWI.4W.W.F W/ 6 MIL POLYURETHANEVAPOR BARRIER

(03 30 00) 15# FELT PAPER BONDBREAKER TYP AT ALL WALLS

(03 30 00) FOOTING PERFOUNDATION PLAN

(09 91 00) PAINT WALLS PERROOM FINISH SCHEDULE



4A-501

Sim

TYP. W

ALL H

EIG

HT IN R

EAD

Y R

OO

M A

REA

10'-8"

(13 34 19) R-33 INSULATION


mech103

LEVEL 10'-0"

LEVEL 218'-0"

LEVEL 321'-4"





(03 30 00) 15# FELT PAPER BONDBREAKER. TYP AT ALL WALLS

(03 30 00) CONCRETE REINFORCINGPERSTRUCTURAL DETAILS


4A-501

Sim


LEVEL 10'-0"

LEVEL 218'-0"

05

LEVEL 321'-4"







4A-501

Sim

1'-4"




LEVEL 10'-0"

LEVEL 218'-0"

A

T.O. FOOTING-3'-0"

A.1

LEVEL 321'-4"










9'-0

"

2'-8"

5'-0

"7'-4

"4"

2'-8"

1'-0

"

(08 80 00) ALUMINUM FRAME W/1"INSULATED GLASS PER EXTERIORELEVATIONS




(07 60 00) CONT. SHEET METAL FLASHING

(13 34 19) METAL WALL PANEL

12'-4"

8"




1'-0

"


(07 60 00) CONNECT DOWNSPOUTSTO DRAIN TILE


LEVEL 10'-0"

LEVEL 218'-0"

T.O. FOOTING-3'-0"

088.1

LEVEL 321'-4"


(09 51 00) ACOUSTIC CEILING TILEPER ROOM FINISH SCHEDULE

(09 29 00) 5/8" GYPSUM WALLBOARD

(05 40 00) 1-5/8" HAT CHANNEL

(13 34 19) WALL GIRTS

(03 30 00) 4" CONCRETE SLAB OVER 4"CRUSHED STONE W/ 6X6 WI.4XWI.4 W.W.F W/ 6MIL POLYURETHANE VAPOR BARRIER




(08 80 00)(08 41 13) ALUMINUM FRAME1" LOW-E INSULATED GLAZINGW/ SPANDREL GLASS




1'-0

"2'-8"

4"

2'-8"

6'-4"

2'-4"

10'-0

"

8"


(09 29 00) GYP.BD. RETURN. TYP, ONALL WINDOW SILLS, HEADS, ANDWINDOW JAMBS

(03 30 00) 15# FELT PAPER BONDBREAKER TYP AT ALL WALLS


(07 60 00) CONT. SHEET METAL WALL CAP


(05 12 00) LINTEL PER FRAMING PLAN



March 22, 2016

Wall SectionsLake Mills Site & Concord Site


1/2" = 1'-0"3 Wall Section

1/2" = 1'-0"4 Concord Wall Section - Typ 1/2" = 1'-0"5 Wall Section

LEVEL 10'-0"

D

1 1/2"


(03 30 00) 8" CONCRETE SLABW/ 10 MIL VAPOR BARRIER

OVER 6" CRUSHED STONE

ASPHALT OR PAVINGPER CIVIL PLANS

CONT. DRIP EDGE

(03 30 00)1/2" EXPANSION FELT

(05 50 00) 1x1x1/4" HOT-DIPPED GALVANIZEDANGLE W/STUDS @ 18" O.C. (TYPICAL ON ALL

EXTERIOR OVERHEAD DOORS)


(08 30 00) WEATHER STRIPAT JAMBS & HEADERS

1"

PROVIDE 2 or 4 POSTS @ EA.O.H. DOOR PER PLANS

O.H. DOOR LINE

3/4" CUBIC YARDOF CONCRETE PER

(03 30 00)

4" DIA STEEL TUBECONCRETE FILLED

SMOOTH FINISH TOP

VERIFY DISTANCEW/ O.H. CONTRACTOR

1'-0"

3'-6"

(10 51 13) 1/2"OVERHANG VERIFYW/LOCKER SUPPLIER

WALL BASE PERROOM FINISHSCHEDULE

(06 10 00) CONT.2x4 BLOCKING

(03 30 00) CONCRETEBASE BY G.C.

2'-0"

4"

1/2"

(10 51 13) METALLOCKERS PER SPECS

(04 20 00) GROUT VERT. BAR SOLID INTOFOOTING

4'-0" O.C & 2'-0" AT WALL INTERSECTIONSALL WALLS MINIMUM BAR IS A #5

(04 20 00) CONTINUOUS REINF.'DUROWAL' THROUGH JOINT EVERY

SECOND COURSE

MAX. SPACING 24' O.C.

CAULK & BACKER RODEA. SIDE2 - #5 BARS CONTINUOUS

(03 30 00)

(03 30 00)BENT #4 BARS @ 16" O.C.

CONCRETE TYP 'A' PERTYP. ALL - STOOPS (03 30 00)

ELEV. +0'-0"

T/ STOOP @ END

ELEV. -4'-0"

B/ FROST WALL

SEE CIVIL SHEETS

8"

5"

3'-7"

LEVEL 10'-0"

(06 40 00) PLASTIC LAMINATEFRONTS & EXPOSED SURFACES

(06 40 00) PLASTIC LAMINATEFRONTS

(06 40 00) ADJUSTABLESHELVING & INTERIOR FINISHESPER SPECS

WALL BASE PER ROOM FINISHSCHEDULE

2'-0

1/2

"9

1/2"TO

P O

F S

INK

2'-10

"

2'-3"

5 1

/2"

SINK PER PLUMBING SPECS

(06 40 00) PLASTIC LAMINATE TOPAND BACKSPLASH

2'-6"

2'-0

"

4"

7 1/2"

9 1/

2"

1'-11"

1'-9 3/4"

6 1/4"

7"

LEVEL 10'-0"

A5

A-402A.1 B

1'-0" 2'-3"

2'-1"

(06 40 00) PLASTIC LAMINATEFRONTS & EXPOSED SURFACES


(06 40 00) ADJUSTABLESHELVING & INTERIOR FINISHESPER SPECS

9'-0

"



(09 29 00) (09 91 00) PAINT GYP.BD.WALLS PER ROOM FINISH SCHEDULE

2'-6"

2'-0

"2'-10

"

ready room100


(08 41 13) (08 80 00) SPANDRELPANEL

A-5016

LEVEL 10'-0"

088.1

1'-0

"

2'-3" 1'-6" 3'-0" 1'-4 1/4"1'-6"1"

2'-10

"2'-0

"2'-6"

2'-9"3'-6"2'-0"



DOOR PER SCHEDULE

MICROWAVE BY OWNER


WALL BASE PER ROOMFINISH SCHEDULE


(06 40 00) PLASTIC LAMINATEFRONTS & EXPOSED SURFACES.INTERIOR FINISHES PER SPECS. VINYLEDGING ON DOORS & DRAWERS

1'-6"

LEVEL 10'-0"

B


(22 42 00) SHOWER STALL PERPLUMBING SPECS

(10 28 13)(22 42 00)SHOWER CURTAIN PER SPECS

(22 42 00) SHOWERPLUMBING FIXTURES PERSPECS


(08 31 00) CERAMICWALL TILE

(09 67 23) 6" EPOXYCOVED WALL BASE

(22 42 00) PLUMBING FIXTURES PERSPECS

CER

AM

IC T

ILE

3'-6"

6"

LEVEL 10'-0"

B

2'-10

"

2'-10

"





CER

AM

IC T

ILE

3'-6"

6"

3'-6"

1'-6

"3'-3"

39"-42"(10 28 13) STAINLESS STEELGRABBARS

TOILET ACCESSORIES BYOWNERWALL BASE PER ROOM FINISHSCHEDULE


LEVEL 10'-0"

3'-4"

3'-0

"

2'-0" (04 20 00) 8" CMU BLOCK. BLOCKTYPE PER EXTERIOR ELEVATIONS

(10 28 13) MIRROR PER SPECS


(09 31 00) 4x4 CERAMIC WALL TILETYP @ BUILDING PERIMETER


(22 42 00) PLUMBING FIXTURESPER SPECS

2'-10

"


2'-10

"

3'-3"

1'-6

"

TOILET ACCESSORIES (SOAPDISPENSER, TOILET PAPERDISPENSER) BY OWNER

6"

3'-6"

(10 28 13) STAINLESS STEELGRABBARS

3'-0"

A

2A-402

07

5A-402

06 08 8.1

A.1

B

1A-402

(07 60 00) DOWNSPOUTSPER EXTERIORELEVATIONS

ready room100

locker room102

storage104

mech103

toilet101

kuenyarch.com ©2016 Kueny Architects L.L.C. - All Rights ReservedSCALE: As indicated


March 22, 2016

Break Area Ceiling Plan, Interior Elevations and DetailsLake Mills Site & Concord Site

3" = 1'-0"1 OH Door Threshold

1/2" = 1'-0"2 Bollard 1" = 1'-0"3 Locker Base

1 1/2" = 1'-0"4 Masonry Control Joint 1/2" = 1'-0"5 Stoop Frost Wall

1/2" = 1'-0"6 Ready Room 100 - ADA Sink Detail 1/4" = 1'-0"7 Interior Elevation

1/4" = 1'-0"8 Ready Room - Kitchen - West 1/4" = 1'-0"9 Toilet Room Elevation

1/4" = 1'-0"10 Toilet Room Elevation 1/4" = 1'-0"11 Toilet Room Elevation

1/4" = 1'-0"12 Break Area Ceiling Plan

DOOR WIDTH

DO

OR

HEIG

HT

DOOR WIDTH

DO

OR

HEIG

HT

F FG

6"

10"

6" 6"

DOOR WIDTH

DO

OR

HEIG

HT

HG

6"

3'-10

"

6" 6"

DOOR WIDTH

DO

OR

HEIG

HT

NV

6"

3'-10

"

8" 6"

DOOR WIDTH

DO

OR

HEIG

HT

V

10"

4'-10

"

EQ 10" EQ

DOOR WIDTH

DO

OR

HEIG

HT

HGD

6"

6"

3'-6"

6" 6"

STAINLESSSTEEL SHELF

321

45

LEVER STOREROOM LOCKOutside lever fixed, unlocked bykey. Inside lever always unlocked.

LEVER CLASSROOM LOCKOutside lever locked and unlocked bykey. Inside lever always unlocked.

SINGLE CYLINDER CLASSROOM LOCKDeadbolt locked or unlocked by key fromoutside. Deadbolt unlocked by thumbturnonly from inside.

LEVER OFFICE LOCKPush-button locking. Pushing button locksoutside lever until unlocked by key outsideor by turning inside lever.

LEVER ENTRANCE LOCKTurn/Push-button locking. Pushing andturning button locks outside lever requiringuse of key until button in manually unlocked.Push-button locking. Push button locksoutside lever until locked by outside key or byturning inside lever.

LEVER PRIVACY LOCKPush-botton locking. Can be opened fromoutside by emergency key, scredriver, orsimilar tool.

COMBINATION LOCKOutside lever fixed. Entrance by useof multi-digit combination. Inside leveralways unlocked.

METAL TERMINATION BAR (09 65 00)

CONCRETE & RESILIENT


CONCRETE & PAVERS


CARPET & PAVERS


CARPET& RESILIENT


RESILIENT & PAVERS

TRANSITION NOTES:

1" OR GREATER - LEVELING BYGENERAL CONTRACTORLESS THAN 1" - LEVELING DONE BYFLOORING SUBCONTRACTOR

Flooring Transition Details

Base Details

CARPET

4" COVE BASE

RESILIENT TILE

4" COVE BASE

PAVERS AND TILED WALLS

CERAMIC TILE BASE

PAVERS ANDNON-TILED WALLS

4" BULLNOSE BASE

@ METAL STUDS@ MASONRY @ PRECAST CONCRETE

DRIP STRIP @ EXTERIOR DOORSSEAT IN SILICONE BEAD

CONT. DRIP IN PRECASTPANEL @ EXTERIORCAULK ON

BOTH SIDES

PRECAST PANEL PER WALL SECTIONSGYP.BD. WALLWIDTH PER FLOOR PLAN

CAULK ONBOTH SIDES

MASONRY WALL. WIDTHPER FLOOR PLANS

5 3/4"

2"

OH

BOLLARDS PER PLAN4 PER DOOR TYP.

DO

OR

HEIG

HT

DOOR WIDTH


SCALE: As indicated


March 22, 2016

Room and Door SchedulesLake Mills Site & Concord Site

DOOR SCHEDULE

MARKFROM ROOM TO ROOM

LABELDOOR FRAME

REMARKSNUM NAME NUM NAME TYPE MATERIAL SWING WIDTH HEIGHT THICKNESS LOUVER GLASS TYPE MATERIAL GLASS101-A 100 ready room 101 toilet - F HM RHR 3' - 0" 7' - 0" 1 3/4" - - B HM - -102-A 100 ready room 102 locker room - F HM RH 3' - 0" 7' - 0" 1 3/4" - - B HM - -103-A 104 storage 103 mech - F HM LHR 3' - 0" 7' - 0" 1 3/4" - - B HM - -104-A 106 vehicle storage 104 storage - F HM RH 3' - 0" 7' - 0" 1 3/4" - - B HM - -105-A 106 vehicle storage 105 vehicle storage - HG HM RH 3' - 0" 7' - 0" 1 3/4" - X A HM - 4" Header105-B - exterior 105 vehicle storage - HG HM RHR 3' - 0" 7' - 0" 1 3/4" - 1" Insulated B HM - -105-C - exterior 105 vehicle storage - HG HM LHR 3' - 0" 7' - 0" 1 3/4" - 1" Insulated B HM - -105-D 106 vehicle storage 100 ready room - HG HM LH 3' - 0" 7' - 0" 1 3/4" - 1" Insulated B HM - -106-A - exterior 106 vehicle storage - HG HM LHR 3' - 0" 7' - 0" 1 3/4" - 1" Insulated B HM - 4" Header106-B - exterior 106 vehicle storage - HG HM RHR 3' - 0" 7' - 0" 1 3/4" - 1" Insulated A HM - 4" Header

ROOM MATERIAL SCHEDULE

NUMBER NAME FLOOR TYPE BASEWALL FINISH CEILING

REMARKSNORTH SOUTH EAST WEST TYPE HEIGHT100 ready room Epoxy 4" Epoxy CMU-1 GB-W1 / GL-2 GB-W1 / GL-2 CMU-1 ACT-1 9'-0"101 toilet Epoxy 6" Epoxy CMU-1 / CT CMU-1 / CT CMU-1 / CT CMU-1 / CT ACT-2 8'-0" Ceiling tiles to have lock down clips / CT per interior elevations102 locker room Epoxy 6" Epoxy CMU-1 CMU-1 GB-W1 CMU-1 ACT-1 9'-0"103 mech Epoxy 4" Epoxy CMU-1 CMU-1 CMU-1 CMU-1 Steel Deck 21'-0"104 storage Epoxy 4" Epoxy CMU-1 CMU-1 GB-W1 CMU-1 Steel Deck 21'-0"105 vehicle storage Concrete - CMU-1 / GL-2 CMU-1 CMU-1 / GL-2 CMU-1 / GL-2 Steel Deck 21'-0"106 vehicle storage Concrete - CMU-1 CMU-1 CMU-1 / GL-2 CMU-1 / GL-2 Steel Deck 21'-0"

PAINT SCHEDULEROOM

FLOORWALLS

CEILING METAL WOOD REMARKSNUM NAME NORTH SOUTH EAST WEST100 ready room Epoxy Latex-S Latex-S Latex-S Latex-S - Enamel Varnish -101 toilet Epoxy Latex-SG Latex-SG Latex-SG Latex-SG - Enamel Varnish Latex-SG on Gyp.Bd. ceiling over shower Stall102 locker room Epoxy Latex-S Latex-S Latex-S Latex-S - Enamel Varnish -103 mech Epoxy Epoxy Epoxy Epoxy Epoxy Dryfall Enamel Varnish -104 storage Epoxy Epoxy Epoxy Epoxy Epoxy Dryfall Enamel Varnish -105 vehicle storage Densifier Epoxy Epoxy Epoxy Epoxy Dryfall Enamel Varnish -106 vehicle storage Densifier Epoxy Epoxy Epoxy Epoxy Dryfall Enamel Varnish -

1/4" = 1'-0"Door Panel Types (Not all are in use)

LOCKSET TYPES

HARDWARE SCHEDULE

MARK LOCKSET PUSH-PULL HOLD OPEN CLOSER HINGE DOOR STOP THRESHOLDWEATHERSTRI

P KICKPLATE SOUNDSTOP NAMEPLATE NOTES101-A Privacy - - X B.B. X - - X X UNISEX -102-A Privacy - - X B.B. X - - X X LOCKER -103-A Storage - X - X - - - X - MECHANICAL ROOM -104-A Storage - X - X X - - X - STORAGE -105-A Entrance - - X B.B. - - - X - - -105-B Entrance - - X B.B. - X X X - - -105-C Entrance - - X B.B. - X X X - - -105-D Entrance - - X B.B. - X X X - - -106-A Entrance - - X B.B. - X X X - - -106-B Entrance - - X B.B. - X X X - - -

MATERIAL KEYCODE ITEM DESCRIPTION

CEILING TYPEACT-1 Acoustical Ceiling Tile 2x2 Acoustical Ceiling Panels (or 2x4 panels with 2x2 appearance)ACT-2 Acoustical Ceiling Tile 2x2 Vinyl Faced Gypsum Panels

FLOOR TYPECONC Concrete Sealed ConcreteCPT-1 Carpet Carpet TileECB Epoxy 6" Epoxy Cove Base

EPOXY Epoxy Epoxy Resin FlooringVB Vinyl Base 4" Vinyl Base

PAINT SCHEDULE KEYEPOXY PAINT Epoxy Paint

LATEX-E PAINT Latex Wall Paint - EnamelLATEX-S PAINT Latex Wall Paint - Satin Finish

WALL TYPECMU Concrete Masonry Painted Concrete Masonry UnitCT Ceramic Tile 6x6 Ceramic Wall Tile

GL-1 Glass 3/8" GlassGL-2 Glass 1" Insulated Glass

GWB1 Gypsum Wallboard 5/8" G.W.B. Taped and Finished on Stud Framing per Wall TypeGWB2 Gypsum Wallboard 5/8" Moisture & Mold Resistant Gypsum Wallboard

Taped & Finished on Stud Framing per Wall TypePC Precast Concrete Painted Precast Concrete

1 Flooring Details 1 1/2" = 1'-0"2 Door Frame Details

SPECIAL DOOR SCHEDULE

MARKFROM ROOM TO ROOM Door Panel

Type Width Height R-Value RemarksNUM NAME NUM NAMEOH 105-A - exterior 105 vehicle storage OH 20' - 0" 16' - 0" 18OH 105-B - exterior 105 vehicle storage OH 20' - 0" 16' - 0" 18OH 105-C - exterior 105 vehicle storage OH 20' - 0" 16' - 0" 18OH 105-D - exterior 105 vehicle storage OH 20' - 0" 16' - 0" 18OH 106-A - exterior 106 vehicle storage OH 20' - 0" 16' - 0" 18OH 106-B - exterior 106 vehicle storage OH 16' - 0" 16' - 0" 18OH 106-C - exterior 106 vehicle storage OH 16' - 0" 16' - 0" 18

1/4" = 1'-0"Typ. OH Door

A

D

1A-301

1A-301

2A-301

2A-301

2A-402

TYPE 'A'

TYPE 'B'

05 070403

5A-402

02 06 08

3A-301

3A-301

2A-401

C.9

8.1010.9

3A-401

5A-401

4A-401

A.1

1A-401

3A-402

8" 22'-2" 22'-0" 22'-0" 26'-0" 24'-0" 17'-10" 22'-4" 8"

53'-0

"

8"

13'-4"

25'-0

"13

'-4"

8"

157'-8"

22'-8" 2'-10" 8'-4" 7'-0" 8'-0" 14'-8"

34'-5 5/8" 7'-0" 8'-10" 13'-10"

25'-6"

B

C

F-1P-2

P-1F-2

F-3P-1

P-1F-3

F-1P-2

P-1F-2

P-1F-2

P-1F-2

P-1F-2

P-1F-2

P-1F-2 P-2

F-1

P-1F-3

F-3

P-2F-1

P-1F-2

P-1F-2

P-1F-2

P-1F-2

P-1F-2

5'-0"

(03 30 00) #5 HAIRPINSTYP. @ MAIN FRAMES

(03 30 00) #3 HAIRPINSTYP. @ END WALLS

2'-6"

1A-402

(03 30 00) CONCRETE RECESSED3/4" AT SHOWER STALL

31'-8

"13

'-0

"8'-4"

(03 30 00) (2) #4 BARSAROUND ANCHOR BOLTS AND

ACROSS BUILDING @ THIS FRAME20" LAP WHERE NEEDED.

4A-402

14'-0" 20'-0" 14'-0"20'-0"

8"

10"

8"

10"

10"

5'-0

"21'-1

0"

5'-0"

5A-501

Sim

9'-0

"

5'-0"

8"

5A-501

Sim

8"

6'-5"

5'-0

"

5'-0"

5'-0

"

4'-10"

8" 5A-501

Sim5

A-501

Sim

10"

CB840'-2"

CB840'-2"

CB840'-2"

CB840'-2"

4"

4"

(31 20 00) CRUSHED STONE AGGREGATE

VARIES 2'-0" MIN

(07 11 00) 10 MIL VAPOR BARRIER(ONLY IN INTERIOR SLABS)

(03 30 00) REINFORCING PER SCHEDULE

(03 30 00) CONCRETE SLAB

OVERLAP REINFORCINGAT CONSTRUCTION JOINTSCONSTRUCTION JOINT

1'-0" MIN

(07 11 00) AIR SHIELD FLASHINGTAPE AT EXTERIOR WALL LINE(03 30 00) 15# FELT - BOND BREAKER

2 1

/2"

1"

CONTROL JOINT

8"

8"

(31 20 00) CRUSHED STONE AGGREGATE

VARIES 2'-0" MIN

(07 11 00) 10 MIL VAPOR BARRIER(ONLY INTERIOR SLABS)

(03 30 00) REINFORCING PER SCHEDULE

(03 30 00) CONCRETE SLAB

OVERLAP REINFORCINGAT CONSTRUCTION JOINTS

CONSTRUCTION JOINT

1'-0" MIN

(07 11 00) AIR SHIELDFLASHING TAPE AT EXTERIORWALL LINE(03 30 00) 15# FELT - BONDBREAKER

5 1

/2"

2"

CONTROL JOINT(03 30 00) CONCRETE FLOOR

SLABPITCH TO DRAIN

(15 50 00) PLUMBING TRENCH DRAIN.SET IN CONCRETE BY THE SAME

VAR

IES

1'-4

"1'-4

"

#5 'S' BARS (TYP.)

2'-8"

1'-4

"1'-4

" 2'-0" MIN.

3/4" x 30" ANCHOR RODSBASE PLATES BY METALBUILDING MANUFACTURER

STANDARD HOOK1'-0" MIN

BASE PLATE

REINFORCINGPER SCHEDULE

+1'-0" (U.N.O.)

VAR

IES

1"

2" CLEAR

3" CLEAR

PIER AS REQUIRED PERFOUNDATION PLAN

1" GROUT BED

STEEL FRAME OR COLUMN

1/4" SETTING PLATE TYP

PER FOOTING SCHEDULE

PER

FO

OTIN

GSCHED

ULE

P-1 - L24" x W12"P-2 - L24" x W16"

2" CLEAR

LENGTH (L)

WID

TH (

W)

1' -

0"

2' - 0"

3 - #5 BARSCONTINUOUS

WALL PER PLAN

T/ FOOTING PER

FOUNDATION PLAN

CONCRETE SLAB NOTES

CONCRETE TYPE "A"4" CONCRETE SLAB - 6 x 6 W 1.4 x W 1.4 WWFw/ 10 MIL POLYETHYLENE VAPOR BARRIEROVER 4" COMPACTED CRUSHED STONE(VAPOR BARRIER ONLY REQUIRED IN INTERIOR SLABS)

CONCRETE TYPE "B"8" CONCRETE w/#3 EPOXY COATED REINF. @ 16" O.C. E.W."or" 6 x 6 W 2.9 x W 2.9 EPOXY COATED HIGHWAY MESHw/ 10 MIL POLYETHYLYNE VAPOR BARRIEROVER 8" COMPACTED LIMESTONE.#5 EPOXY COATED BARS REQ @ EXPANSION JOINTS OREND OF CONSTRUCTION JOINTS 16" O.C. 2'-0" LONG(VAPOR BARRIER ONLY REQUIRED IN INTERIOR SLABS)



S-901Jefferson County - Satellite Facilities

March 22, 2016

Foundation PlanLake Mills Site & Concord Site

FOOTING SCHEDULEMARK SIZE REINFORCING

F-1 4'-3" x 4'-3" x 1'-0" 5 - #5 BARS EACH WAY - T & BF-2 6'-9" x 6'-9" x 1'-0" 7 - #5 BARS EACH WAY - T & BF-3 7'-6" x 7'-6" x 1'-0" 6 - #6 BARS EACH WAY - T & B

ST-1 24" x 12" 3 - #5 BARS CONTINUOUS

PIER SCHEDULEMARK SIZE REINFORCING

P-1 12 x 24 6 - #7 BARS VERTICAL W/ #3 TIES @ 14" O.C.P-2 16 x 24 6 - #7 BARS VERTICAL W/ #3 TIES @ 14" O.C.

1/8" = 1'-0"1 Foundation Plan

1 1/2" = 1'-0"2 Concrete Slab - Type A 1 1/2" = 1'-0"3 Concrete Slab - Type B

1 1/2" = 1'-0"4 Trench Drain 3/4" = 1'-0"5 Footing Step - Typ.

1" = 1'-0"6 Pad Footing - Typ.

1 1/2" = 1'-0"7 Pier Reinforcing 1" = 1'-0"8 Strip Footing - Typ.

A

D

1A-301

1A-301

2A-301

2A-402

05 070403

5A-402

02 06 08

3A-301

2A-401

C.9

8.1010.9

3A-401

5A-401

4A-401

A.1

1A-401

3A-402

B

C

1A-402

4A-402

L-1

L-1

L-2L-2

L-1

ROOFPURLIN

END WALL FRAMING

8" 22'-2" 22'-0" 22'-0" 26'-0" 24'-0" 17'-10" 22'-4" 8"

157'-8"

8"

13'-4"

25'-0

"13

'-4"

8"

53'-0

"

L-2

L-2

L-2

L-2

L-3

L-3

L-3L-3L-1L-1L-1L-1L-1L-1L-1L-1L-1L-1L-1L-1L-1L-1L-1L-1L-3L-3

L-3

L-3

L-2

L-2

L-2

L-2

L-2

L-3L-3

L-3

L-3

L-4 L-4 L-4 L-4 L-4 L-4 L-4

END WALL FRAMING

SLOPE

SLO

PE

L-2

METAL STUD FRAMINGAT PARAPET CORNERS

METAL STUD FRAMINGAT PARAPET CORNERS

A

D

1A-301

1A-301

2A-301

2A-402

05 070403

5A-402

02 06 08

3A-301

3A-301

2A-401

C.9

8.1010.9

3A-401

5A-401

4A-401

A.1

1A-401

3A-402

B

C

1A-402

4A-402

2" /

1'-0

"2" /

1'-0

"

SLOPE SLO

PE


PLAN NORTHSCALE: 1/8" = 1'-0"

S-902Jefferson County - Satellite Facilities

March 22, 2016

Roof and Framing PlanLake Mills Site & Concord Site

LINTEL SCHEDULEMARK TYPE PLATE SIZE REINFORCING AND END BEARING

L-1 2L2-1/2X2-1/2X1/4 - GROUT 3 COURSESL-2 2L3-1/2X3-1/2X1/4 - GROUT 3 COURSESL-3 2L4X4X1/4 - GROUT 3 COURSESL-4 W16X26 7" X 1/4" 7"X16"X1/4" BEARING PLATE W/ 4" STUDS

GROUT (1) CORE TO FOOTING W/ #5 BAR

STRUCTURAL LOADS

MARKCONCENTRATED LOAD UNIFORM LOAD

LL (k) DL (k) TL (k) LL (plf) DL (plf) TL (plf)0 0.0 0.0 0.0 0 0 0

0 = LOAD TAG#

VERIFY LINTEL BEARING WITH PLAN --16" SHARED BEARING AT SIDE BY SIDE OPENINGS

LINTEL REQUIRED AT DUCT/BLOCK PENETRATIONSIZED PER WALL THICKNESSSEE HVAC SHEETS FOR LOCATIONS

LINTELS ON EXTERIOR WALLS REQUIRED AT LAKE MILLS SITE ONLYFRAMING AT OPENINGS AT CONCORD SITE BY (13 34 19)

1/8" = 1'-0"1 Roof Framing Plan

1/8" = 1'-0"2 Roof Plan

02 03 04 05 06

D

UH-1aRH-1a RH-2a RH-3a

UH-2a

NOTE: PROVIDEREGULATOR,SHUTOFF, DIRTLEG, AND UNIONAT CONNECTION

C

B

A1

A

01 07 08 090.9

CB1

4"FCO4"FCO

CB1

4"FCO

4"FCO

CB1

4"FCO

CB1

S2 EEW1

L1 4"FCO WC1

3"FD1

2"SH1

3"FD1

3"FD1

S1

WH1

WH1

DWH-1a

PRESSURE TANK AND WELLBY WELL CONTRACTORPLUMBING TO CONNECTAFTER PRESSURE TANK

VALVED AND CAPPEDCONNECTIONS WITH BYPASSFOR POTENTIAL WATERTREATMENT DEVICES

1 1/4"øCW(19.75)

2"øV

2"øV

1 1/4"øCW(19.75) 1 1/4"øCW(16.75)

3/4"øCW(3)1 1/4"øCW(19.75)

P100a

5

1"øNG(865)

3/4"øNG(400)

1"øNG(465)

3/4"øNG(75) 3/4"øNG(75)

1"øNG(390) 1"øNG(315) 1"øNG(240)

3/4"øNG(40)

3/4"øNG(200)

3/4"øNG(75)

3"FD1

NEW GAS SERVICE2PSI3 RADIANT HEATERS - 75 CFH EACH2 UNIT HEATERS - 200 CFH & 400 CFH1 FURNACE - 40 CFHTOTAL 865 CFH

02 03 04 05 06

D

C

B

A1

A

01 07 08 090.9

3"øSAN(3)

2"øSAN(2)

3"øSAN(3)

3"øSAN(3)

4"øSAN(6)

4"øSAN(6)2"øSAN(1)

1 1/2"øSAN(1)

1 1/2"øSAN(1)

4"øSAN(4)

4"øSAN(8)

1 1/2"øSAN(2)

4"øSAN(15)

4"øSAN(21)

4"øSAN(13)

4"øSAN(29)

4"øSAN(4)

4"øSAN(33)

CB1

4"FCO

4"FCO

CB1

2"øV

2"øV

4"FCO

CB1

2"øV

4"øSAN(4)

4"øSAN(37)

4"øSAN(41)

2"øV4"FCO

CB1

4"FCO4"øSAN(44)

1 1/4"øCW(19.75)

3"øV

3"FD1

3"FD14"FCO WC1

L1

S2EEW1

S1

3"FD1

DWH-1a

3"FD1

1 1/2"øV3"øSAN(3)

1 1/2"øV

2"SH13"FD1

IE@1'6"

IE@-4'0"

3" XSAN (21)1 2 3 4

1 - PIPE SIZE

2 - MODIFIER (E.G. X-EXISTING, F-FILTERED, S-SOFT)

3 - SYSTEM TYPE (E.G. SAN - SANITARY,CW - COLD WATER, ETC.)

4 - QUANTITY OF FLOW,SAN - DFU (DRAINAGE FIXTURE UNITS)CW, HW - WSFU (WATER SERVICE FIXTURE UNITS)STORM - GPM (GALLONS PER MINUTE)GAS - CFH (CUBIC FEET PER HOUR)

PIPE TAG NOMENCLATURE:

PLUMBING SYMBOLS AND ABBREVIATIONS

CW COLD DOMESTIC WATER

HOT DOMESTIC SUPPLY

RISER DOWN

RISER UP

HW

VENT

SHUTOFF VALVE

CHECK VALVE

P-TRAP

HWC HOT DOMESTIC RETURN

SANITARY PIPESAN

ST STORM PIPE

RPZBPREDUCED PRESSURE ZONEBACKFLOW PREVENTER

BALANCING VALVE

CWW CLEARWATER WASTE

CLEARWATER VENTCWV

CHW COLD HARD WATER

FLOOR CLEAN OUTFCO

WALL CLEAN OUTWCO

FILTERED COLD WATERCWF

WATER METERM

VENT THROUGH ROOFVTR

CONNECTION TO EXISTING

V

NATURAL GASNG

NPCW NON-POTABLE COLD WATER

NON-POTABLE HOT WATERNPHW

B

07 08 09

3"FD1

2"SH1

S2 EEW1

WC14"FCO

3"FD1

L1

DWH-1a

WH1

S1

1/2"øHW(2)

1/2"øCW(2)

1"øHW(6.5)

1"øCW(4)

1 1/4"øCW(16.75)

1/2"øCW(0.5)

1/2"øHW(0.5)3/4"øHW(2.5)

3/4"øCW(2.5)

1/2"øCW(1.5)1/2"øHW(1.5)

3/4"øCW(3.25)

1/2"øCW(0.25)

3/4"øCW(3)1/2"øCW(3)

3/4"øHW(4)

3/4"øHW(4.5)

1"øCW(10.25)

1/2"øHW(2)

1/2"øCW(2)

2"øV

2"øV

1 1/4"øCW(12.75)

1"øHW(6.5)

3"FD1


PLAN NORTH

SCALE: As indicated

P100aJefferson County - Satellite Facility

March 22, 2016

Plumbing Plans

--

SCALE:N 1/8" = 1'-0"P100a

1 Lake Mills Plumbing Above Ground Plan

SCALE:N 1/8" = 1'-0"P100a

2 Lake Mills Plumbing Underground Plan

SCALE:N 1/4" = 1'-0"P100a

5 Lake Mills Plumbing Above Ground Detail

02 03 04 05 06

D

PRESSURE TANK AND WELLBY WELL CONTRACTORPLUMBING TO CONNECTAFTER PRESSURE TANK

VALVED AND CAPPEDCONNECTIONS WITH BYPASSFOR POTENTIAL WATERTREATMENT DEVICES

UH-1bRH-1b RH-2b RH-3b

UH-2b

NOTE: PROVIDEREGULATOR, SHUTOFF,DIRT LEG, AND UNION ATCONNECTION

C

B

A1

A

01 07 08 090.9

P100b

6

2"øV

CB1

4"FCO

CB1

4"FCO

2"øV

CB1

4"FCO

3/4"øLP(75) 3/4"øLP(75)3/4"øLP(75)

3/4"øLP(400) 1"øLP(475) 1"øLP(550) 1"øLP(625)

4"FCO

CB1

HT1

4"YCO

1 1/4"øCW(19.75)

1 1/4"øCW(16.75)3/4"øCW(3)

WH1

1 1/4"øCW(19.75)

3"FD1

3/4"øLP(40)

3/4"øLP(200)

1"øLP(865)

3"FCO

DWH-1b

3"FD1

SH1

3"FD1

WC1

EEW1S2

L1 S1 WH1

3"FD1 3"FCO

TO 1000GAL PROPANE TANK

TANK ALERT LOCATION, SEE DETAIL4/P200B FOR MORE INFORMATION

02 03 04 05 06

D

C

B

A1

A

01 07 08 090.9

CB1

4"FCO

4"FCO

CB1

CB1

4"FCO

CB1

4"FCO

S1

DWH-1b

3"FD1

3"FCO

2"SH1

3"FD1

WC1

EEW1

S2

L1

3"FD1

HT1

4"øSAN(44)

4"YCO

4"øSAN(43) 4"øSAN(44)

2"øV4"øSAN(7)

4"øSAN(4)

2"øV

4"øSAN(11)

4"øSAN(4) 2"øV

4"øSAN(15)

4"øSAN(4)

1 1/2"øSAN(1)

4"øSAN(44)

3"øSAN(3)

3"øSAN(3)

3"øSAN(6)

2"øSAN(2)

3"øV

3"øSAN(3)

4"øSAN(6)

1 1/2"øSAN(1)4"øSAN(21)

4"øSAN(20)

3"øSAN(14)

1 1/2"øSAN(2)

2"øSAN(1)

4"øSAN(22)

4"øSAN(39)

4"øSAN(24)

1 1/4"øCW(19.75)

3"FD1

3"FCO

1 1/2"øV

3"øSAN(3)

3"FD1

3"øSAN(3)

2"øSAN(2)

IE@-4'0"

IE@-1'6"

4"FCO

PLUMBING SYMBOLS AND ABBREVIATIONS

CW COLD DOMESTIC WATER

HOT DOMESTIC SUPPLY

RISER DOWN

RISER UP

HW

VENT

SHUTOFF VALVE

CHECK VALVE

P-TRAP

HWC HOT DOMESTIC RETURN

SANITARY PIPESAN

ST STORM PIPE

RPZBPREDUCED PRESSURE ZONEBACKFLOW PREVENTER

BALANCING VALVE

CWW CLEARWATER WASTE

CLEARWATER VENTCWV

CHW COLD HARD WATER

FLOOR CLEAN OUTFCO

WALL CLEAN OUTWCO

FILTERED COLD WATERCWF

WATER METERM

VENT THROUGH ROOFVTR


V

NATURAL GASNG

NPCW NON-POTABLE COLD WATER

NON-POTABLE HOT WATERNPHW

3" XSAN (21)1 2 3 4

1 - PIPE SIZE

2 - MODIFIER (E.G. X-EXISTING, F-FILTERED, S-SOFT)

3 - SYSTEM TYPE (E.G. SAN - SANITARY,CW - COLD WATER, LP - PROPANE, ETC.)

4 - QUANTITY OF FLOW,SAN - DFU (DRAINAGE FIXTURE UNITS)CW, HW - WSFU (WATER SERVICE FIXTURE UNITS)STORM - GPM (GALLONS PER MINUTE)GAS - CFH (CUBIC FEET PER HOUR)

PIPE TAG NOMENCLATURE:

7 EMPLOYEES13 GALLONS/EMPLOYEE/DAY=91 GALLONS/DAY

4 CATCH BASINS50 GALLONS/CATCH BASIN/DAY=200 GALLONS/DAY

TOTAL=300 GALLONS/DAY

REQUIRED HOLDING CAPACITY OF 5 DAYS=1500 GALLON TANK

TANK SELECTED:

MANUFACTURER: LAKESHORE BURIAL VAULT COMPANYMODEL: 1700 GALLON LP, SINGLE COMPARTMENT, MID-SEAM TANKACTUAL CAPACITY: 1778 GAL.

HOLDING TANK SIZING

B

07 08 09

3"FCO

DWH-1b

3"FD1

2"SH1

3"FD1

L1

S2 EEW1

WC1

S1

WH1

1/2"øHW(1.5)

3/4"øCW(4.75)

1/2"øCW(1.5)

1/2"øHW(1.5)

1/2"øCW(0.25)

3/4"øCW(3)

3/4"øCW(3.25)

1/2"øCW(3)

3/4"øCW(2.5)

3/4"øHW(2.5)

1"øCW(7.75)

1"øCW(10.25)

3/4"øHW(4)

1/2"øCW(0.5)

1/2"øHW(0.5)

1"øCW(10.75)

1/2"øHW(2)

1/2"øCW(2)

1"øHW(6.5)

1"øCW(4)

1 1/4"øCW(12.75)

1 1/4"øCW(16.75)

3"FD1


PLAN NORTH

SCALE: As indicated

P100bJefferson County - Satellite Facility

March 22, 2016

Plumbing Plans

--

SCALE:N 1/8" = 1'-0"P100b

1 Concord Plumbing Above Ground Plan

SCALE:N 1/8" = 1'-0"P100b

2 Concord Plumbing Underground Plan

SCALE:N 1/4" = 1'-0"P100b

6 Concord Plumbing Above Ground Detail

1/2"øCW(0.25)

1/2"øHW(1.5)

1/2"øCW(1.5)

3/4"øCW(3)

3/4"øCW(3.25)

3/4"øCW(4.75)

1/2"øCW(0.5)

1/2"øHW(0.5)

1/2"øCW(2)

1/2"øHW(2)

1/2"øHW(0.5)1/2"øCW(0.5)

1"øCW(10.75)

1/2"øHW(2)

1/2"øCW(2)

1 1/4"øCW(12.75)1"øHW(6.5)

3/4"øHW(4.5)

1"øCW(4)1"øHW(6.5)

1 1/4"øCW(16.75)

WH1

3/4"øCW(3)

1 1/4"øCW(19.75)

DWH-1a

1 1/4"øCW(16.75)

1 1/4"øCW(19.75)

3/4"øHW(4)1"øCW(10.25)

1"øCW(7.75)

TO ICE MAKER

WC1

EEW1

S2

SH1

S1 WH1

L1

2"VTR

2"øV

CB1

4"FCO

4"øSAN(4)

4"øSAN(41)

4"øSAN(37)

4"øSAN(4)4"FCO

CB1

2"øV

2"VTR

2"øV

4"øSAN(33)

CB1

4"FCO4"øSAN(4) 4"øSAN(29)

3"VTR

S1

CB1

4"FCO

WC1

3"FD1

3"FD1

2"SH1

3"FD1

EEW1

S2L1

2"øV

4"øSAN(4)

1 1/2"øSAN(1)

4"øSAN(6)

3"øSAN(3)

2"øSAN(1)

1 1/2"øSAN(2)

3"øSAN(3)

3"øSAN(3)

2"øSAN(2)

4"øSAN(13)

4"øSAN(21)

3"øV

2"øV

2"øV

2"øV1 1/2"øV

1 1/2"øV

4"FCO

4"øSAN(6)

4"øSAN(8)

4"øSAN(44)

4"FCO

1 1/2"øV

2"øV

2"øV

3"øV

3"FD1

3"øSAN(3)

1 1/2"øV

2"øV

2"øV

1 1/2"øV

3"FD13"øSAN(3)

4"øSAN(18)

OUTLET THROUGH SIDEWALL, EXTENDDOWNTURNED ELBOW 6" BELOW WATER LINEMINIMUM OF 2' BETWEEN BOTTOM OF OUTLETPIPE AND BOTTOM OF CATCH BASIN

CATCH BASIN WITH 36"INSIDE DIAMETER WITH ABASIN DEPTH OF 6'

4"FCO4"SAN

2"V

CB1


PLAN NORTH

SCALE: 1/4" = 1'-0"

P200aJefferson County - Satellite Facility

March 22, 2016

Plumbing Isometrics and Details

--

SCALE: NO SCALEP200a

1 Lake Mills Domestic Water Isometric


2 Lake Mills Waste and Vent Isometric

WATER CALCULATION WORKSHEET

INFORMATION REQUIRED TO CALCULATE WATER SERVICE SIZE FOR

1. TOTAL DEMAND OF BUILDING: WSFU'S: GPM:

2. DIFFERENCE IN ELEVATION FROM MAIN OR EXTERNALPRESSURE TANK TO BUILDING CONTROL VALVE:

3. SIZE OF THE WATER METER (WHEN APPLICABLE):

4. DEVELOPED LENGTH FROM MAIN OR EXTERNAL PRESSURE TANKTO BUILDING CONTROL VALVE:

5. LOW PRESSURE AT MAIN IN STREET OR EXTERNAL PRESSURE TANK:

CALCULATED WATER SERVICE PRESSURE LOSS


7. WATER SERVICE (MAIN TO BLDG CTRL VALVE) DIAMETER:

MATERIAL IS:

PRESSURE LOSS/100FT:

LENGTH OF SERVICE:

PRESSURE LOSS:

SUBTOTAL:

8. DETERMINE PRESSURE GAIN/LOSS DUE TO ELEVATION

9. AVAILABLE PRESSURE BEFORE BUILDING CONTROL/PRESSUREREDUCING VALVE:

CALCULATED PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF "A")

10. AVAILABLE PRESSURE AFTER THE BUILDING PRESSURE REDUCINGVALVE IF APPLICABLE

11. PRESSURE LOSS OF WATER METER IF APPLICABLE

SUBTOTAL:

12. PRESSURE AT CONTROLLING FIXTURE:

13. ELEVATION DIFFERENCE AT CONTROLLING FIXTURE:

SUBTOTAL:

PRESSURE LOSS DUE TO ELEVATION DIFFERENCE:

SUBTOTAL:

14. PRESSURE LOSS DUE TO WATER TREATMENT DEVICES, INSTANTEOUSWATER HEATERS, AND BACKFLOW PREVENTERS THAT SERVE THECONTROLLING FIXTURE:

HOT WATER COLD WATER

SUBTOTAL:

15. DEVELOPED LENGTH FROM BUILDING CONTROL VALVE TOCONTROLLING FIXTURE IN FEET:

WATER DISTRIBUTION PIPING MATERIAL IS:

16. "A VALUE" - PRESSURE AVAILABLE FOR UNIFORM LOSS (PSI/100FT):

0

40

0

40

40

40

20

0

20

40

40

20

0

20

8 8

3.5 3.5

LAKE MILLS

24 16

0

N/A

0

40

40

4"

N/A

0

0

0

20SHOWER

0

12

POTENTIAL WATER SOFTENER [12]

0

20

0

12

150 150

TYPE L COPPER TYPE L COPPER

WATER PIPE SIZING CHARTMATERIAL: A = PSI/100FT

TYPE: SYSTEM:

TAG PIPE SIZE

WSFU

GPM

1/2" 3/4" 1" 1-1/4" 1-1/2" 2" 2-1/2" 3"

TYPE L COPPER 3.5

FLUSH TANK COLD WATER/HOT WATER

2 6 14 27.5 52 175 - -

2 5 10.5 18.5 29 60 - -


3 Lake Mills Catch Basin Detail

LAKE MILLS ELECTRIC WATER HEATER SCHEDULE

TAG VOLRECOVERY

(GPH)

ELECTRICAL NO.ELEMENTS

TEMPRISE (°F) MFG MODEL WEIGHT NOTESW V PH HZ

DWH-1a 50.0 gal 0 4500 W 240 V 1 60 Hz 2 0 °F A. O. Smith DEL-50 166

WH1

TO ICE MAKER

1/2"øCW(0.25)

3/4"øCW(3)1/2"øHW(1.5)1/2"øCW(1.5)3/4"øCW(3.25)

3/4"øCW(4.75)

S1

EEW1

WC1S2

L1

SH1

DWH-1b

WH1

1/2"øCW(0.5)1/2"øHW(0.5)

1/2"øHW(2)1/2"øCW(2)

3/4"øHW(2.5)3/4"øCW(2.5)

1/2"øCW(3)

1/2"øHW(0.5)

1/2"øCW(0.5)

1/2"øHW(2)1/2"øCW(2)

1"øHW(6.5)1"øCW(4)

1"øHW(6.5)

1 1/4"øCW(16.75)

3/4"øHW(4)1"øCW(10.25)

1"øCW(7.75)

3/4"øHW(4.5)

1 1/4"øCW(12.75)

3/4"øCW(3)

1 1/4"øCW(16.75)

1 1/4"øCW(19.75)

1 1/4"øCW(19.75)

2"VTR

CB1

4"FCO

4"øSAN(7)

2"VTR

2"øV

4"FCO

CB1

2"øV

4"øSAN(11)

4"øSAN(4)

CB1

4"FCO

2"øV

4"øSAN(15)

4"øSAN(4)

4"øSAN(4)

CB1

4"FCO

2"øV

3"FD13"FCO

3"FD1

2"SH1

WC1

S1

4"YCO

S2L1

EEW1

3"FD1

3"VTR

HT1

3"øSAN(3)

3"øSAN(3)

4"øSAN(6)

1 1/2"øSAN(1)

4"øSAN(43)

4"øSAN(44)

4"øSAN(22)

4"øSAN(24)

1 1/2"øSAN(2)4"øSAN(21)

1 1/2"øSAN(1)

3"øSAN(3)

2"øSAN(2)

2"øV2"øV

1 1/2"øV

2"øSAN(1)

2"øV

3"øV

3"øV

3"øV

1 1/2"øSAN(2)

3"øSAN(8)

2"øV

2"øV

3"FD1

3"FCO

3"øSAN(3)

1 1/2"øV1 1/2"øV

2"øV

2"øV

3"øSAN(3)

3"FD1

4"FCO

OUTLET THROUGH SIDEWALL, EXTENDDOWNTURNED ELBOW 6" BELOW WATER LINEMINIMUM OF 2' BETWEEN BOTTOM OF OUTLETPIPE AND BOTTOM OF CATCH BASIN

CATCH BASIN WITH 36"INSIDE DIAMETER WITH ABASIN DEPTH OF 6'

4"FCO4"SAN

2"V

CB1

POST WITH ALARM FOR FLOAT SWITCH

WIRE FOR ALARMTHROUGHMANHOLE COVER

14" OF POURED CONCRETE ON TOP OF TANK

24" DIAMETER MANHOLE WITH LOCKABLECOVERTO EXTEND AT LEAST 1' ABOVE GRADE

IE@-4'

FLOAT SWITCH NOHIGHERTHAN 18" BELOW INLET

GOOSENECK VENTTERMINATION 1' ABOVE

GRADE

1700 GALLON HOLDING TANK

4" TRANSFER BETWEEN TANK BAFFLES

INSTALLATION NOTE PER MANUFACTURER: THE EXCAVATED HOLE IS NOT TO BE MORE THAN ONE (1) FOOTLONGER AND WIDER THAN THE TANK. THERE SHALL BE A MINIMUM OF BEDDING OF 4" OF WASHED SAND ORSTONE LESS THAN 1" IN SIZE IN SOIL TERRAIN AND 8" BEDDING IN ROCK TERRAIN. BACKFILLING AROUND TANKSWITH MATERIAL DESCRIBED ABOVE IS SUGGESTED WHEN COVER IS 4' OR GREATER.

1' - 0"

4"øSAN


PLAN NORTH

SCALE: 1/4" = 1'-0"

P200bJefferson County - Satellite Facility

March 22, 2016

Plumbing Isometrics and Details

--

SCALE: NO SCALEP200b

1 Concord Domestic Water Isometric


2 Concord Waste and Vent Isometric

WATER CALCULATION WORKSHEET

INFORMATION REQUIRED TO CALCULATE WATER SERVICE SIZE FOR

1. TOTAL DEMAND OF BUILDING: WSFU'S: GPM:

2. DIFFERENCE IN ELEVATION FROM MAIN OR EXTERNALPRESSURE TANK TO BUILDING CONTROL VALVE:

3. SIZE OF THE WATER METER (WHEN APPLICABLE):

4. DEVELOPED LENGTH FROM MAIN OR EXTERNAL PRESSURE TANKTO BUILDING CONTROL VALVE:


CALCULATED WATER SERVICE PRESSURE LOSS


7. WATER SERVICE (MAIN TO BLDG CTRL VALVE) DIAMETER:

MATERIAL IS:

PRESSURE LOSS/100FT:

LENGTH OF SERVICE:

PRESSURE LOSS:

SUBTOTAL:

8. DETERMINE PRESSURE GAIN/LOSS DUE TO ELEVATION

9. AVAILABLE PRESSURE BEFORE BUILDING CONTROL/PRESSUREREDUCING VALVE:

CALCULATED PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF "A")

10. AVAILABLE PRESSURE AFTER THE BUILDING PRESSURE REDUCINGVALVE IF APPLICABLE

11. PRESSURE LOSS OF WATER METER IF APPLICABLE

SUBTOTAL:

12. PRESSURE AT CONTROLLING FIXTURE:

13. ELEVATION DIFFERENCE AT CONTROLLING FIXTURE:

SUBTOTAL:

PRESSURE LOSS DUE TO ELEVATION DIFFERENCE:

SUBTOTAL:

14. PRESSURE LOSS DUE TO WATER TREATMENT DEVICES, INSTANTEOUSWATER HEATERS, AND BACKFLOW PREVENTERS THAT SERVE THECONTROLLING FIXTURE:

HOT WATER COLD WATER

SUBTOTAL:

15. DEVELOPED LENGTH FROM BUILDING CONTROL VALVE TOCONTROLLING FIXTURE IN FEET:

WATER DISTRIBUTION PIPING MATERIAL IS:

16. "A VALUE" - PRESSURE AVAILABLE FOR UNIFORM LOSS (PSI/100FT):

0

40

0

40

40

40

20

0

20

40

40

20

0

20

8 8

3.5 3.5

CONCORD

24 16

0

N/A

0

40

40

4"

N/A

0

0

0

20SHOWER

0

12

POTENTIAL WATER SOFTENER [12]

0

20

0

12

150 150

TYPE L COPPER TYPE L COPPER

60/40 PSI WELLPRESSURE TANK

WATER PIPE SIZING CHARTMATERIAL: A = PSI/100FT

TYPE: SYSTEM:

TAG PIPE SIZE

WSFU

GPM

1/2" 3/4" 1" 1-1/4" 1-1/2" 2" 2-1/2" 3"

TYPE L COPPER 3.5

FLUSH TANK COLD WATER/HOT WATER

2 6 14 27.5 52 175 - -

2 5 10.5 18.5 29 60 - -


3 Concord Catch Basin Detail


4 Holding Tank Detail

CONCORD ELECTRIC WATER HEATER SCHEDULE

TAG VOLRECOVERY

(GPH)

ELECTRICAL NO.ELEMENTS

TEMPRISE (°F) MFG MODEL WEIGHT NOTESW V PH HZ

DWH-1b 50.0 gal 0 4500 W 240 V 1 60 Hz 2 0 °F A. O. Smith DEL-50 166

RE

F.

02 03 04 05 06

D

MAIN GARAGE107

STORAGE110

RR111

BREAK ROOM108

LOCKER ROOM109

NO2CO

NO2CO

NO2CO

NO2CO

A

D

05 07040302 06 08

C.9

8.1010.9

A.1

B

C

4" FLUE THROUGHROOF

SEF-2aSEF-1a

IEF-2aIEF-1a

RUN 28"x16" DUCT BETWEENWINDOWS BEFORETRANSITIONING TO 36"x16"

RUN 24"x12" DUCTBETWEEN WINDOWSBEFORETRANSITIONING TO36"x12"

36"x 12"EG-1

2000

36"x 16"EG-1

3750

AC-1a

F-1a

CEF-2a

CEF-1aSD-1

40010"

UH-2a

L-2a

200042"x 24"

SD-1

30010"

10"øSA

12"ø

RA

14"ø

SA

10"øRA 6"ø

EA

8"øOA

10"øRA

12"x 12"RG-2

300

14"x 14"RG-1

400

CC-1a

4" FLUE UPTO ROOF5" FLUE UPTO ROOF

6" FLUE UPTO ROOF

UH-1aL-1a

375048"x 36"

L-3a

10012"x 12"

RH-1a

4" INTAKE OFFSETABOVE 16'-0" GARAGEDOOR RAILS


4" INTAKE

RH-2a

RH-3a

MAIN GARAGE107

C

B

A1A

01 07 08090.9

4"x10" DNTO 18" AFF

6"x10" DNTO 18" AFF

4" FLUE THROUGHROOF 4" FLUE THROUGH

ROOF

TRH-1aTRH-2a

T RH-3a

T UH-1a

TUH-2a

T F-1a

NOTES:1. MOUNT ON LIGHTWEIGHT CONCRETE PAD OR 6" ELEVATED BASE2. MANUFACTURER TO MATCH FURNACE AND COIL MANUFACTURER3. MOUNT ON ANGLE BRACKETS MOUNTED ON THE WALL

NOTES:1. PROVIDE FILTER CABINET

NOTES:1. COIL MANUFACTURER TO MATCH FURNACE AND CONDENSING UNIT MANUFACTURER

NOTES:1. PROVIDE ROOF VENT CAP AND COMBUSTION AIR INTAKE THROUGH ROOF2. PROVIDE 7-DAY PROGRAMMABLE TSTAT IN LOCATION3. ANGLE DEFLECTORS AWAY FROM WALL

NOTES:1. PROVIDE BAKED WHITE ENAMEL FINISH, VERIFY WITH ARCHITECT

NOTES:1. PROVIDE MOTORIZED DAMPER AND BIRDSCREEN2. STANDARD COLOR FINISH, COORDINATE COLOR WITH ARCHITECT

NOTES:1. PROVIDE DISCONNECT2. PROVIDE GRAVITY BACKDRAFT DAMPER3. PROVIDE STARTER WITH 24V CONNECTION TO GAS DETECTION, INSTALLED BY EC

NOTES:1. PROVIDE DISCONNECT2. PROVIDE BACKDRAFT DAMPER3. PROVIDE SPEED CONTROLLER4. PROVIDE SIDE WALL TERMINATION

NOTES:1. PROVIDE DISCONNECT2. PROVIDE BACKDRAFT DAMPER3. PROVIDE TIMER CONTROL FOR OCCUPIED HOURS OPERATION4. PROVIDE SIDE WALL TERMINATION

NOTES:1. OWENS CORNING, KNAUF, JOHNS MANVILLE, OR 3M INSULATION

NOTES:1. PROVIDE 2 STAGE HEAT WITH STAINLESS STEEL HEAT ECHANGER


PLAN NORTH

SCALE: As indicated

M100aJefferson County - Satellite Facility

March 22, 2016

HVAC Plan and Schedules

--

SCALE:N 1/8" = 1'-0"M100a

1 Lake Mills Mechanical PlanLAKE MILLS AIR COOLED CONDENSING UNIT SCHEDULE

TAG SERVESNOMINAL

TONSOA

TEMP

CONNECTION SIZES ELECTRICAL

MODEL MFG WEIGHT NOTESLIQUID SUCTION V PH HZ MCA MOCP

AC-1a F-1a 1.5 95 °F 0' - 0 3/8" 0' - 0 3/4" 208 V 1 60 Hz 12 A 20 A 24ABB3-18 CARRIER 130.00 lb 1, 2, 3

LAKE MILLS AC DX COIL SCHEDULE

TAG SERVES AIR FLOW CFM OA CFM

COOLING

MAX PD MODEL MFG NOTESTOTAL SENSIBLE LAT DB

CC-1a F-1a 770 CFM 100 CFM 23400 Btu 19800 Btu 38.2 °F 0.30 in-wg CNPVP1814 CARRIER 1

LAKE MILLS FURNACE SCHEDULE

MARK SERVES Unit Airflow OA CFM

HEATING SECTION

ESP

ELECTRICAL

MODEL MFG NOTESTYPE INPUT OUTPUT LAT DB V PH HZ MCA MOCP

F-1a SOUTH EAST 770 CFM 100 CFM PROPANE 40000 Btu 37000 Btu 95 °F 0.60 in-wg 115 V 1 60 Hz 8 A 15 A 59SC2b-040-10 CARRIER 1

LAKE MILLS RADIANT HEAT SCHEDULEMark SERVES BTU IN TYPE V PH MCA MOCP MODEL MFG WEIGHT NOTES

RH-1a 107 MAIN GARAGE 75,000 PROPANE 120 1 2 15 DES3-30-75 Detroit Radiant Products Company 160 1, 2, 3

RH-2a 107 MAIN GARAGE 75,000 PROPANE 120 1 2 15 DES3-30-75 Detroit Radiant Products Company 160 1, 2, 3

RH-3a VEHICLE GARAGE 75,000 PROPANE 120 1 2 15 DES3-30-75 Detroit Radiant Products Company 160 1, 2, 3

LAKE MILLS UNIT HEATER SCHEDULETAG SPACE AIRFLOW TYPE BTU IN BTU OUT FAN HP V ø HZ AMPS MOCP MODEL MFG WEIGHT NOTES

UH-1a 107 MAIN GARAGE 5123 CFM PROPANE 400000 Btu 332000 Btu 0.5 hp 115 V 1 60 Hz 11 A 20 A UDAP 400 REZNOR 360.00 lb 1

UH-2a 106 VEHICLE STORAGE 2562 CFM PROPANE 200000 Btu 166000 Btu 0.2 hp 115 V 1 60 Hz 5 A 15 A UDAP 200 REZNOR 190.00 lb 1

LAKE MILLS GRILLES REGISTERS AND DIFFUSERS SCHEDULETAG TYPE MOUNT AIR FLOW CFM NECK SIZE FACE SIZE MODEL MFG NOTES

SD-1 Supply Air LAY-IN AS SHOWN 10"ø 22"x22" SPD E.H. Price 1

RG-1 Return Air LAY-IN AS SHOWN 14"x14" 1">NECK 530 PRICE 1

RG-2 Return Air SIDE WALL AS SHOWN 12"x12" 1">NECK 530 PRICE 1

EG-1 Exhaust Air EXPANDED METAL AS SHOWN DUCT SIZE NA NA 1

LAKE MILLS LOUVER SCHEDULE

TAG TYPE SERVESNOMINAL

CFMFREE AIRVELOCITY

PRESSUREDROP

SIZE

MODEL MFG NOTESWIDTH HEIGHT

L-1a INTAKE 107 MAIN GARAGE 3750 CFM 554 0.098 48" 36" ESD-635 GREENHECK 1, 2

L-2a INTAKE 106 VEHICLE STORAGE 2000 CFM 595 0.042 42" 24" ESD-635 GREENHECK 1, 2

L-3a INTAKE F-1a OUTSIDE AIR 100 CFM 496 0.042 12" 12" ESD-635 GREENHECK 1, 2

LAKE MILLS SIDEWALL EXHAUST FAN SCHEDULE

Mark SERVES AIRFLOW TSP

MOTOR ELECTRICAL

MOUNTING LOCATION SONES MODEL MFG WEIGHT NOTESHP BHP RPM V PH HZ

SEF-1a 01 MAIN GARAGE 3750 CFM 0.50 in-wg 1.00 hp 0.95 hp 1725 208 V 3 60 Hz Belt Drive Centrifugal Sidewall Exhaust Fan 16.2 CWB-180-10 Greenheck 119.00 lb 1, 2, 3

SEF-2a 06 VEHICLE STORAGE 2000 CFM 0.50 in-wg 0.50 hp 0.50 hp 1725 115 V 1 60 Hz Belt Drive Centrifugal Sidewall Exhaust Fan 11.8 CWB-161-5 Greenheck 80.20 lb 1, 2, 3

LAKE MILLS INLINE EXHAUST FAN SCHEDULE

TAG SERVES AIRFLOW TSPINLET

SONES

MOTOR ELECTRICAL

MODEL MFG WEIGHT NOTESWATTS RPM V PH HZ

IEF-1a 106 VEHICLE STORAGE 250 CFM 0.38 in-wg 2 25.40 W 1350 115 V 1 60 Hz CSP-A390 Greenheck 30.00 lb 1, 2, 3, 4

IEF-2a 106 VEHICLE STORAGE 130 CFM 0.38 in-wg 1.3 35.69 W 1050 115 V 1 60 Hz CSP-B150 Greenheck 16.00 lb 1, 2, 3, 4

LAKE MILLS CEILING EXHAUST FAN SCHEDULE


SONES

MOTOR ELECTRICAL


CEF-1a 109 LOCKER ROOM 75 CFM 0.25 in-wg 0.6 0.0 W 950 115 V 1 60 Hz SP-B110 Greenheck 11.00 lb 1, 2, 3, 4

CEF-2a 112 RR 75 CFM 0.25 in-wg 0.6 0.0 W 950 115 V 1 60 Hz SP-B110 Greenheck 11.00 lb 1, 2, 3, 4

LAKE MILLS DUCT CONSTRUCTION SCHEDULE

SYSTEM TYPE SYSTEM LOCATION MATERIAL

SMACNAPRESSURE

CLASS SMACNA SEAL CLASS INSULATION TYPE R-VALUEINSULATIONTHICKNESS NOTES

EXHAUST ALL G-60 GALVANIZED 2" B NONE

OUTSIDE AIR ALL G-60 GALVANIZED 2" A FLEXIBLE FIBERGLASS R-5 MIN 2" 1

RETURN ALL G-60 GALVANIZED 2" B NONE

SUPPLY ALL G-60 GALVANIZED 2" A FLEXIBLE FIBERGLASS R-5 MIN 2" 1

RE

F.

02 03 04 05 06

D

A

D

05 07040302 06 08

C.9

8.1010.9

A.1

B

C

MAIN GARAGE107

STORAGE110

RR111

BREAK ROOM108

LOCKER ROOM109

vehicle storage106

UH-1b

SEF-2bSEF-1b

IEF-2b

AC-1b

F-1b

CEF-2b

CEF-1bSD-1

40010"

UH-2b

L-2b

200042"x 24"

L-1b

375048"x 36"

SD-1

30010"

IEF-1b

10"øSA

12"ø

RA

14"ø

SA

10"øRA 6"ø

EA

8"øOA

10"øRA

12"x 12"RG-2

300

14"x 14"RG-1

400

CC-1b



NO2CO

NO2CO

NO2CO

NO2CO

36"x 12"EG-1

2000

36"x 16"EG-1

3750

5" FLUE UPTO ROOF

6" FLUE UPTO ROOF

L-3b

10012"x 12"

4" FLUE THROUGHROOF

RH-1b



4" INTAKE

RH-2b

RH-3b

4" FLUE THROUGHROOF 4" FLUE THROUGH

ROOF

C

B

A1A

01 07 08090.9

4"x10" DNTO 18" AFF

6"x10" DNTO 18" AFF

TUH-2b

T RH-3b

TRH-2bT RH-1b

T UH-1bT F-1b

NOTES:1. MOUNT ON LIGHTWEIGHT CONCRETE PAD OR 6" ELEVATED BASE2. MANUFACTURER TO MATCH FURNACE AND COIL MANUFACTURER3. MOUNT ON ANGLE BRACKETS MOUNTED ON THE WALL

NOTES:1. PROVIDE FILTER CABINET

NOTES:1. COIL MANUFACTURER TO MATCH FURNACE AND CONDENSING UNIT MANUFACTURER

NOTES:1. PROVIDE BAKED WHITE ENAMEL FINISH, VERIFY WITH ARCHITECT

NOTES:1. PROVIDE DISCONNECT2. PROVIDE BACKDRAFT DAMPER3. PROVIDE TIMER CONTROL FOR OCCUPIED HOURS OPERATION4. PROVIDE SIDE WALL TERMINATION

NOTES:1. PROVIDE DISCONNECT2. PROVIDE BACKDRAFT DAMPER3. PROVIDE SPEED CONTROLLER4. PROVIDE SIDE WALL TERMINATION

NOTES:1. OWENS CORNING, KNAUF, JOHNS MANVILLE, OR 3M INSULATION

NOTES:1. PROVIDE ROOF VENT CAP AND COMBUSTION AIR INTAKE THROUGH ROOF2. PROVIDE 7-DAY PROGRAMMABLE TSTAT IN LOCATION3. ANGLE DEFLECTORS AWAY FROM WALL

NOTES:1. PROVIDE MOTORIZED DAMPER AND BIRDSCREEN2. STANDARD COLOR FINISH, COORDINATE COLOR WITH ARCHITECT

NOTES:1. PROVIDE DISCONNECT2. PROVIDE GRAVITY BACKDRAFT DAMPER3. PROVIDE STARTER WITH 24V CONNECTION TO GAS DETECTION, INSTALLED BY EC

NOTES:1. PROVIDE 2 STAGE HEAT WITH STAINLESS STEEL HEAT ECHANGER


PLAN NORTH

SCALE: As indicated

M100bJefferson County - Satellite Facility

March 22, 2016

HVAC Plan and Schedules

--

CONCORD CEILING EXHAUST FAN SCHEDULE


SONES

MOTOR ELECTRICAL


CEF-1b 109 LOCKER ROOM 75 CFM 0.25 in-wg 0.6 15.35 W 950 115 V 1 60 Hz SP-B110 Greenheck 11.00 lb 1, 2, 3, 4

CEF-2b 112 RR 75 CFM 0.25 in-wg 0.6 15.35 W 950 115 V 1 60 Hz SP-B110 Greenheck 11.00 lb 1, 2, 3, 4

CONCORD SIDEWALL EXHAUST FAN SCHEDULE

Mark SERVES AIRFLOW TSP

MOTOR ELECTRICAL

MOUNTING LOCATION SONES MODEL MFG WEIGHT NOTESHP BHP RPM V PH HZ

SEF-1b 01 MAIN GARAGE 3750 CFM 0.50 in-wg 1.00 hp 0.95 hp 1725 208 V 1 60 Hz Belt Drive Centrifugal Sidewall Exhaust Fan 16.2 CWB-180-10 Greenheck 122.00 lb 1, 2, 3

SEF-2b 06 VEHICLE STORAGE 2000 CFM 0.50 in-wg 0.50 hp 0.50 hp 1725 115 V 1 60 Hz Belt Drive Centrifugal Sidewall Exhaust Fan 11.8 CWB-161-5 Greenheck 80.20 lb 1, 2, 3

CONCORD FURNACE SCHEDULE

MARK SERVES Unit Airflow OA CFM

HEATING SECTION

ESP

ELECTRICAL

MODEL MFG NOTESTYPE INPUT OUTPUT LAT DB V PH HZ MCA MOCP

F-1b SOUTH EAST 770 CFM 100 CFM PROPANE 40000 Btu 37000 Btu 95 °F 0.60 in-wg 115 V 1 60 Hz 8 A 15 A 59SC2b-040-10 CARRIER 1

CONOCRD GRILLES REGISTERS AND DIFFUSERS SCHEDULETAG TYPE MOUNT AIR FLOW CFM NECK SIZE FACE SIZE MODEL MFG NOTES

SD-1 Supply Air LAY-IN AS SHOWN 10"ø 22"x22" SPD E.H. Price 1

RG-1 Return Air LAY-IN AS SHOWN 14"x14" 1">NECK 530 PRICE 1

RG-2 Return Air SIDE WALL AS SHOWN 12"x12" 1">NECK 530 PRICE 1

EG-1 Exhaust Air EXPANDED METAL AS SHOWN DUCT SIZE NA NA 1

CONCORD DUCT CONSTRUCTION SCHEDULE

SYSTEM TYPE SYSTEM LOCATION MATERIAL

SMACNAPRESSURE

CLASS SMACNA SEAL CLASS INSULATION TYPE R-VALUEINSULATIONTHICKNESS NOTES

EXHAUST ALL G-60 GALVANIZED 2" B NONE

OUTSIDE AIR ALL G-60 GALVANIZED 2" A FLEXIBLE FIBERGLASS R-5 MIN 2" 1

RETURN ALL G-60 GALVANIZED 2" B NONE

SUPPLY ALL G-60 GALVANIZED 2" A FLEXIBLE FIBERGLASS R-5 MIN 2" 1

SCALE:N 1/8" = 1'-0"M100b

2 Concord Mechanical Plan

CONCORD INLINE EXHAUST FAN SCHEDULE


SONES

MOTOR ELECTRICAL


IEF-1b 106 VEHICLE STORAGE 250 CFM 0.38 in-wg 2 25.40 W 1350 115 V 1 60 Hz CSP-A390 Greenheck 30.00 lb 1, 2, 3, 4

IEF-2b 106 VEHICLE STORAGE 130 CFM 0.38 in-wg 1.3 35.69 W 1050 115 V 1 60 Hz CSP-B150 Greenheck 16.00 lb 1, 2, 3, 4

CONCORD UNIT HEATER SCHEDULETAG SPACE AIRFLOW TYPE BTU IN BTU OUT FAN HP V ø HZ AMPS MOCP MODEL MFG WEIGHT NOTES

UH-1b 107 MAIN GARAGE 5123 CFM PROPANE 400000 Btu 332000 Btu 0.5 hp 115 V 1 60 Hz 11 A 20 A UDAP 400 REZNOR 360.00 lb 1

UH-2b 106 VEHICLE STORAGE 2562 CFM PROPANE 200000 Btu 166000 Btu 0.2 hp 115 V 1 60 Hz 5 A 15 A UDAP 200 REZNOR 190.00 lb 1

CONCORD AIR COOLED CONDENSING UNIT SCHEDULE

TAG SERVESNOMINAL

TONSOA

TEMP

CONNECTION SIZES ELECTRICAL

MODEL MFG WEIGHT NOTESLIQUID SUCTION V PH HZ MCA MOCP

AC-1b F-1b 1.5 95 °F 0' - 0 3/8" 0' - 0 3/4" 208 V 1 60 Hz 12 A 20 A 24ABB3-18 CARRIER 130.00 lb 1, 2, 3

CONCORD AC DX COIL SCHEDULE

TAG SERVES AIR FLOW CFM OA CFM

COOLING

MAX PD MODEL MFG NOTESTOTAL SENSIBLE LAT DB

CC-1b F-1b 770 CFM 100 CFM 23400 Btu 19800 Btu 38.2 °F 0.30 in-wg CNPVP1814 CARRIER 1

CONCORD LOUVER SCHEDULE

TAG TYPE SERVESNOMINAL

CFMFREE AIRVELOCITY

PRESSUREDROP

SIZE

MODEL MFG NOTESWIDTH HEIGHT

L-1b INTAKE 107 MAIN GARAGE 3750 CFM 554 0.098 48" 36" ESD-635 GREENHECK 1, 2

L-2b INTAKE 106 VEHICLE STORAGE 2000 CFM 595 0.042 42" 24" ESD-635 GREENHECK 1, 2

L-3b INTAKE F-1b OUTSIDE AIR 100 CFM 496 0.042 12" 12" ESD-635 GREENHECK 1, 2

CONCORD RADIANT HEAT SCHEDULEMark SERVES BTU IN TYPE V PH MCA MOCP MODEL MFG WEIGHT NOTES

RH-1b 107 MAIN GARAGE 75,000 PROPANE 120 1 2 15 DES3-30-75 Detroit Radiant Products Company 160 1, 2, 3

RH-2b 107 MAIN GARAGE 75,000 PROPANE 120 1 2 15 DES3-30-75 Detroit Radiant Products Company 160 1, 2, 3

RH-3b VEHICLE GARAGE 75,000 PROPANE 120 1 2 15 DES3-30-75 Detroit Radiant Products Company 160 1, 2, 3

GENERAL NOTES

1. ALL DUCTWORK IS DIAGRAMMATIC AND COORDINATED TO THEBEST AVAILABLE INFORMATION. CONTRACTOR SHALL VERIFYSTRUCTURE AND LOCATION OF OTHER TRADES PRIOR TOFABRICATION.

2. LIMIT FLEX RUNS TO A MAXIMUM OF 5'-0" AND ROUTE AS STRAIGHTAS POSSIBLE.

3. INSTALL ALL EQUIPMENT PER LOCAL AND STATE CODES AND PERMANUFACTURERS RECOMMENDATIONS.

4. SYSTEM SHALL BE BALANCED BY THE INSTALLING CONTRACTOR. BALANCE AIR FLOWS FOR GRILLES AND EQUIPMENT TO +/- 10% OFSCHEDULED AIRFLOWS. INCLUDE SYSTEM MANUFACTURER,MODEL, SERIAL NUMBER, RPM, HORSEPOWER, VOLTAGE,AMPERAGE, ETC. IN REPORTS. SUBMIT THE BALANCING REPORTSTO THE DESIGN PROFESSIONAL BEFORE A COMPLIANCESTATEMENT CAN BE SUBMITTED.

5. GAS PIPING SHALL BE SCHEDULE 40 BLACK IRON. PIPE 2" ANDSMALLER SHALL HAVE THREADED PIPE CONNECTIONS ANDFITTINGS. PIPE 2-1/2" AND LARGER SHALL HAVE WELDEDCONNECTIONS AND FITTINGS. PROVIDE GAS REGULATOR AS NECESSARY.

6. OUTSIDE AIR INTAKES SHALL BE A MINIMUM OF 10'-0" FROM ANY BUILDING EXHAUST, FLUES, PLUMBING VENTS AND LOT LINE.

7. LOW VOLTAGE WIRING SHALL BE BY HVAC CONTRACTOR.

8. COORDINATE DIFFUSER LAYOUT WITH LIGHTING LAYOUT.

9. CONTRACTORS NEED PRIOR APPROVAL FOR QUOTING ALTERNATEEQUIPMENT. ALTERNATE EQUIPMENT MAY REQUIRE OPTION ACCESSORIES TO MATCH BASE BID EQUIPMENT. CONTRACTORSARE RESPONSIBLE FOR FURNISHING ALL SUCH ITEMS.

10. DUCT SIZES LISTED ON PLANS ARE THE REQUIRED CLEAR INSIDEDIMENSIONS.

11. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH WRITTENINSTRUCTIONS FOR THE OPERATION AND MAINTENANCE OF THE SYSTEM AND EQUIPMENT.

12. THERMOSTAT LOCATIONS SHALL BE REVIEWED BY OWNER. TENANTAND CONTRACTOR BEFORE INSTALLATION. CONTROLS SHALL BELOCATED 48" ABOVE FINISHED FLOOR.

13. PROVIDE RETURN AIR DUCT SMOKE DETECTOR FOR SYSTEMSOVER 2000 CFM PER IBC 907.11 &IMC 606. DUCT SMOKEDETECTORS SHALL BE CONNECTED TO THE BUILDING'S FIRECONTROL PANEL AND SHALL INITIATE A VISIBLE AND AUDIBLESUPERVISORY SIGNAL UPON ACTIVATION. SMOKE DETECTIONSYSTEM SHALL SHUT DOWN THE AIR DISTRIBUTION SYSTEM UPONACTIVATION.

14. UNITS SHALL BE SUSPENDED WITH NON-COMBUSTIBLE HANGERS.

HVAC SYMBOLS AND ABBREVIATIONS

12X10 12"WIDE X 10"DEEP DUCT

12X10 12"ROUND DUCT

RECT ELBOW

RECT ELBOW WITH TURNING VANES

RECT ELBOW UP OR DOWN

T THERMOSTAT

S SENSOR

CO CO SENSOR

NO2 NO2 SENSOR

CO2 CO2 SENSOR

CP CONTROL PANEL

$ WALL SWITCH

SD SMOKE DETECTOR

TC TIMECLOCK

VD VOLUME DAMPER

MOTORIZED DAMPER

SUPPLY

RETURN

ROUND ELBOW

RECTANGULAR RADIUS ELBOW

FLEX DUCT

ROUND TAP

12X10AL 12X10 ALUMINUN DUCT

12X10SS 12X10 STAINLESS STEEL DUCT

12X10BI 12X10 BLACK IRON DUCT


HHWS HEATING HOT WATER SUPPLY

HHWR HEATING HOT WATER RETURN

F/S FIRE SMOKE DAMPER

F FIRE DAMPER

S SMOKE DAMPER

RADIATION DAMPER

RVD REMOTE OPERATED VOLUME DAMPER

MOD MOTOR OPERATED DAMPER

SA SUPPLY AIR

RA RETURN AIR

EA EXHAUST AIR

RE RELIEF AIR

OA OUTSIDE AIR

LINED DUCT

RD

LOCATE BOTTOM OFVENT CAP AT LEAST24"ABOVE FINISHED ROOF

SPAN TOP OF JOISTSWITH UNI-STRUT OR

SUPPORT FROMBEAM CLAMP

GAS FIREDUNIT HEATER

4"DIRT LEG

GAS PRESSUREREGULATOR WITH UNIONS

SHUTOFF VALVE

PROVIDE WITCHES CAP WITHFLASHING COLLAR ANDSTAINLESS STEEL BAND AT ROOFPENETRATION

SINGLE WALL VENT PIPING WITH VENT TEEAT CONNECTION TO VERTICAL VENTPIPING, USE B-VENT PIPING IF VENTING ISLESS THAN 18"CLEAR TO COMBUSTABLES

TRANSITION TO B-VENT DOUBLEWALL VENT PIPING 12"BELOWROOF AND UP TO VENT CAP

1-5/8"UNI-STRUTSUPPORTING UNIT

HEATER

3/8" THREADED ROD

ROOFING CONTRACTOR SHALLATTACH ROOFING MEMBRANE TO

WITCHES CAP

GAS PIPING BYPLUMBINGCONTRACTOR

RESIDENTIALACCU

LIGHT WEIGHT CONCRETE PADFINISH HEIGHT MINIMUM OF3"ABOVE AJOINING GRADE,PROVIDE (4)12"X12" PAVERSUNDER PAD IF PAD HEIGHT ISNOT 3"MINIMUM

2"PVC SLEEVE FOREACH LINESET SEAL

AROUND SLEEVE ANDLINESET WATER TIGHT

(3"PVC FOR 5TON)

ROUTE LINESET WITHINEXTERIOR WALL

EXTERIOR WALL SEEARCHITECTURAL PLANS FOR

WALL CONSTRUCTION

LINESETS IN MECHANICALROOMS MAY BE ROUTED

EXPOSED INDISE THEBUILDING

ROUTE LINESET TO FURNACEOR FANCOIL

LEVEL CONDENSER PAD,PROVIDE CRUSHED STONEBASE FOR PAD

SUPPORT LINESETWITH UNISTRUT IF FORLENGTHS GREATERTHAN 4'-0"

HOLD CONDENSING UNIT MINIMUMOF 12" FROM EXTERIOR WALL, ORMFGS RECOMMENDATIONS IFGREATER

CONNECT TO ROUND DUCT ROUND INSULATED FLEX DUCT

24X24 LAYIN GRILLE WITHSQUARE TO ROUND PLENUMADAPTOR PAINTED BLACK

LAYIN CEILING

10"øXSA1 2 4 5

1 - DUCT SIZE (ROUND - DIAMETER)(RECTANGULAR PLAN VIEW - WIDTH)(RECTANGULAR SECTION VIEW - HEIGHT)

2 - DUCT SHAPE - ROUND (ø) OR RECTANGULAR (x)

3 - DUCT SIZE(RECTANGULAR PLAN VIEW - HEIGHT)(RECTANGULAR SECTION VIEW - WIDTH)

4 - SYSTEM MODIFIERX - EXISTINGNO MODIFIER - NEW

DUCT TAG NOMENCLATURE:

10"x10"XSA1 2 3 4 5

5 - SYSTEM TYPESA - SUPPLY AIRRA - RETURN AIREA - EXHAUST AIROA - OUTSIDE AIRFA - FRESH AIR

ROUND RECTANGULAR

CHAIN HANGERS CONNECTTO HEAT DEFLECTOR

EXHAUST24"LONG FLEX CONNECTIONTO ALLOW FOR EXPANSION

COMBUSTIONCHAMBER

PRESSURE REGULATOR

SEE PLAN FORINTAKE TERMINATION

SHUTOFF VALVE

DIRT LEG

FLEXIBLE GASCONNECTION

SEE PLANSFOR FLUETERMINATION

GAS PIPING BYPLUMBER

SPIN IN SHEETMETAL COLLAR

SUPPLY DUCT,SEE PLANS ANDSPECS FOR SIZE,AND MATERIAL

VOLUME DAMPERWITH LOCKING NUT

ATTACH FLEX DUCT TOSHEET METAL WITH 175PSINYLON STRAPS APPROVEDBY UL-181-B-C

1.5*R MINIMUMCL RADIUS

5'-0" MAXFLEX RUN

SUPPORT FLEX WITH 1"WIDE STRAPSAT CENTER IF LONGER THAN 3'-0"

ROUND BRANCHTAKEOFF

RETURN AIR DUCTWORK SEEDUCTWORK SPECS FOR GAUGE,INSULATION, AND MATERIAL, ETC.

PROVIDE 4" PLEATED FILTER RACK,FILTER VELOCITY SHALL BE LESSTHAN 500 FPM

MOUNT FURNACE ON BRICKSOR 3-1/2" CONCRETE PAD

SUPPY AIR DUCTWORK SEEDUCTWORK SPECS FORGAUGE, INSULATION, ANDMATERIAL. ETC.

ACCESS DOOR

DX COOLING COIL, PIPEPER MANUFACTURER'SRECOMMENDATIONS

PROVIDE CONDENSATEVENT AT HIGHEST POINT

PROVIDE 6" DIRT LEG FOR GASCONNECTION, WITH SHUTOFFAND REGULATOR FOR HIGHPRESSURE (IF NECCESARY)

HIGH EFFICIENCTY FURNANCEPIPE COMBUSTION AIR, AND VENTPER MANF. RECOMMENDATIONS

PIPE CONDENSATE TO HUB DRAINUSE 3/4" PVC PIPE AND FITTINGS


PLAN NORTH

SCALE: As indicated

M101aJefferson County - Satellite Facility

March 22, 2016

HVAC Details

--

SCALE: NO SCALEM101a

3 GAS FIRED UNIT HEATER


4 GROUND MOUNTED ACCU DETAIL


5 RETURN GRILLE DETAILSCALE: NO SCALEM101a

7 GAS FIRED RADIANT HEATER DETAIL


8 BRANCH DUCT TAP


9 FURNACE DETAIL

GENERAL NOTES

1. ALL DUCTWORK IS DIAGRAMMATIC AND COORDINATED TO THEBEST AVAILABLE INFORMATION. CONTRACTOR SHALL VERIFYSTRUCTURE AND LOCATION OF OTHER TRADES PRIOR TOFABRICATION.

2. LIMIT FLEX RUNS TO A MAXIMUM OF 5'-0" AND ROUTE AS STRAIGHTAS POSSIBLE.

3. INSTALL ALL EQUIPMENT PER LOCAL AND STATE CODES AND PERMANUFACTURERS RECOMMENDATIONS.

4. SYSTEM SHALL BE BALANCED BY THE INSTALLING CONTRACTOR. BALANCE AIR FLOWS FOR GRILLES AND EQUIPMENT TO +/- 10% OFSCHEDULED AIRFLOWS. INCLUDE SYSTEM MANUFACTURER,MODEL, SERIAL NUMBER, RPM, HORSEPOWER, VOLTAGE,AMPERAGE, ETC. IN REPORTS. SUBMIT THE BALANCING REPORTSTO THE DESIGN PROFESSIONAL BEFORE A COMPLIANCESTATEMENT CAN BE SUBMITTED.

5. GAS PIPING SHALL BE SCHEDULE 40 BLACK IRON. PIPE 2" ANDSMALLER SHALL HAVE THREADED PIPE CONNECTIONS ANDFITTINGS. PIPE 2-1/2" AND LARGER SHALL HAVE WELDEDCONNECTIONS AND FITTINGS. PROVIDE GAS REGULATOR AS NECESSARY.

6. OUTSIDE AIR INTAKES SHALL BE A MINIMUM OF 10'-0" FROM ANY BUILDING EXHAUST, FLUES, PLUMBING VENTS AND LOT LINE.

7. LOW VOLTAGE WIRING SHALL BE BY HVAC CONTRACTOR.

8. COORDINATE DIFFUSER LAYOUT WITH LIGHTING LAYOUT.

9. CONTRACTORS NEED PRIOR APPROVAL FOR QUOTING ALTERNATEEQUIPMENT. ALTERNATE EQUIPMENT MAY REQUIRE OPTION ACCESSORIES TO MATCH BASE BID EQUIPMENT. CONTRACTORSARE RESPONSIBLE FOR FURNISHING ALL SUCH ITEMS.

10. DUCT SIZES LISTED ON PLANS ARE THE REQUIRED CLEAR INSIDEDIMENSIONS.

11. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH WRITTENINSTRUCTIONS FOR THE OPERATION AND MAINTENANCE OF THE SYSTEM AND EQUIPMENT.

12. THERMOSTAT LOCATIONS SHALL BE REVIEWED BY OWNER. TENANTAND CONTRACTOR BEFORE INSTALLATION. CONTROLS SHALL BELOCATED 48" ABOVE FINISHED FLOOR.

13. PROVIDE RETURN AIR DUCT SMOKE DETECTOR FOR SYSTEMSOVER 2000 CFM PER IBC 907.11 &IMC 606. DUCT SMOKEDETECTORS SHALL BE CONNECTED TO THE BUILDING'S FIRECONTROL PANEL AND SHALL INITIATE A VISIBLE AND AUDIBLESUPERVISORY SIGNAL UPON ACTIVATION. SMOKE DETECTIONSYSTEM SHALL SHUT DOWN THE AIR DISTRIBUTION SYSTEM UPONACTIVATION.

14. UNITS SHALL BE SUSPENDED WITH NON-COMBUSTIBLE HANGERS.

HVAC SYMBOLS AND ABBREVIATIONS

12X10 12"WIDE X 10"DEEP DUCT

12X10 12"ROUND DUCT

RECT ELBOW

RECT ELBOW WITH TURNING VANES

RECT ELBOW UP OR DOWN

T THERMOSTAT

S SENSOR

CO CO SENSOR

NO2 NO2 SENSOR

CO2 CO2 SENSOR

CP CONTROL PANEL

$ WALL SWITCH

SD SMOKE DETECTOR

TC TIMECLOCK

VD VOLUME DAMPER

MOTORIZED DAMPER

SUPPLY

RETURN

ROUND ELBOW

RECTANGULAR RADIUS ELBOW

FLEX DUCT

ROUND TAP

12X10AL 12X10 ALUMINUN DUCT

12X10SS 12X10 STAINLESS STEEL DUCT

12X10BI 12X10 BLACK IRON DUCT


HHWS HEATING HOT WATER SUPPLY

HHWR HEATING HOT WATER RETURN

F/S FIRE SMOKE DAMPER

F FIRE DAMPER

S SMOKE DAMPER

RADIATION DAMPER

RVD REMOTE OPERATED VOLUME DAMPER

MOD MOTOR OPERATED DAMPER

SA SUPPLY AIR

RA RETURN AIR

EA EXHAUST AIR

RE RELIEF AIR

OA OUTSIDE AIR

LINED DUCT

RD

10"øXSA1 2 4 5

1 - DUCT SIZE (ROUND - DIAMETER)(RECTANGULAR PLAN VIEW - WIDTH)(RECTANGULAR SECTION VIEW - HEIGHT)

2 - DUCT SHAPE - ROUND (ø) OR RECTANGULAR (x)

3 - DUCT SIZE(RECTANGULAR PLAN VIEW - HEIGHT)(RECTANGULAR SECTION VIEW - WIDTH)

4 - SYSTEM MODIFIERX - EXISTINGNO MODIFIER - NEW

DUCT TAG NOMENCLATURE:

10"x10"XSA1 2 3 4 5

5 - SYSTEM TYPESA - SUPPLY AIRRA - RETURN AIREA - EXHAUST AIROA - OUTSIDE AIRFA - FRESH AIR

ROUND RECTANGULAR

LOCATE BOTTOM OFVENT CAP AT LEAST24"ABOVE FINISHED ROOF

SPAN TOP OF JOISTSWITH UNI-STRUT OR

SUPPORT FROMBEAM CLAMP

GAS FIREDUNIT HEATER

4"DIRT LEG

GAS PRESSUREREGULATOR WITH UNIONS

SHUTOFF VALVE

PROVIDE WITCHES CAP WITHFLASHING COLLAR ANDSTAINLESS STEEL BAND AT ROOFPENETRATION

SINGLE WALL VENT PIPING WITH VENT TEEAT CONNECTION TO VERTICAL VENTPIPING, USE B-VENT PIPING IF VENTING ISLESS THAN 18"CLEAR TO COMBUSTABLES

TRANSITION TO B-VENT DOUBLEWALL VENT PIPING 12"BELOWROOF AND UP TO VENT CAP

1-5/8"UNI-STRUTSUPPORTING UNIT

HEATER

3/8" THREADED ROD

ROOFING CONTRACTOR SHALLATTACH ROOFING MEMBRANE TO

WITCHES CAP

GAS PIPING BYPLUMBINGCONTRACTOR

RESIDENTIALACCU

LIGHT WEIGHT CONCRETE PADFINISH HEIGHT MINIMUM OF3"ABOVE AJOINING GRADE,PROVIDE (4)12"X12" PAVERSUNDER PAD IF PAD HEIGHT ISNOT 3"MINIMUM

2"PVC SLEEVE FOREACH LINESET SEAL

AROUND SLEEVE ANDLINESET WATER TIGHT

(3"PVC FOR 5TON)

ROUTE LINESET WITHINEXTERIOR WALL

EXTERIOR WALL SEEARCHITECTURAL PLANS FOR

WALL CONSTRUCTION

LINESETS IN MECHANICALROOMS MAY BE ROUTED

EXPOSED INDISE THEBUILDING

ROUTE LINESET TO FURNACEOR FANCOIL

LEVEL CONDENSER PAD,PROVIDE CRUSHED STONEBASE FOR PAD

SUPPORT LINESETWITH UNISTRUT IF FORLENGTHS GREATERTHAN 4'-0"

HOLD CONDENSING UNIT MINIMUMOF 12" FROM EXTERIOR WALL, ORMFGS RECOMMENDATIONS IFGREATER

CONNECT TO ROUND DUCT ROUND INSULATED FLEX DUCT

24X24 LAYIN GRILLE WITHSQUARE TO ROUND PLENUMADAPTOR PAINTED BLACK

LAYIN CEILING

CHAIN HANGERS CONNECTTO HEAT DEFLECTOR

EXHAUST24"LONG FLEX CONNECTIONTO ALLOW FOR EXPANSION

COMBUSTIONCHAMBER

PRESSURE REGULATOR

SEE PLAN FORINTAKE TERMINATION

SHUTOFF VALVE

DIRT LEG

FLEXIBLE GASCONNECTION

SEE PLANSFOR TERMINATION

GAS PIPING BYPLUMBER

SPIN IN SHEETMETAL COLLAR

SUPPLY DUCT,SEE PLANS ANDSPECS FOR SIZE,AND MATERIAL

VOLUME DAMPERWITH LOCKING NUT

ATTACH FLEX DUCT TOSHEET METAL WITH 175PSINYLON STRAPS APPROVEDBY UL-181-B-C

1.5*R MINIMUMCL RADIUS

5'-0" MAXFLEX RUN

SUPPORT FLEX WITH 1"WIDE STRAPSAT CENTER IF LONGER THAN 3'-0"

ROUND BRANCHTAKEOFF

RETURN AIR DUCTWORK SEEDUCTWORK SPECS FOR GAUGE,INSULATION, AND MATERIAL, ETC.

PROVIDE 4" PLEATED FILTER RACK,FILTER VELOCITY SHALL BE LESSTHAN 500 FPM

MOUNT FURNACE ON BRICKSOR 3-1/2" CONCRETE PAD

SUPPY AIR DUCTWORK SEEDUCTWORK SPECS FORGAUGE, INSULATION, ANDMATERIAL. ETC.

ACCESS DOOR

DX COOLING COIL, PIPEPER MANUFACTURER'SRECOMMENDATIONS

PROVIDE CONDENSATEVENT AT HIGHEST POINT

PROVIDE 6" DIRT LEG FOR GASCONNECTION, WITH SHUTOFFAND REGULATOR FOR HIGHPRESSURE (IF NECCESARY)

HIGH EFFICIENCTY FURNANCEPIPE COMBUSTION AIR, AND VENTPER MANF. RECOMMENDATIONS

PIPE CONDENSATE TO HUB DRAINUSE 3/4" PVC PIPE AND FITTINGS


PLAN NORTH

SCALE: As indicated

M101bJefferson County - Satellite Facility

March 22, 2016

HVAC Details

--

SCALE: NO SCALEM101b

4 GAS FIRED UNIT HEATER


5 GROUND MOUNTED ACCU DETAIL


6 RETURN GRILLE DETAILSCALE: NO SCALEM101b

7 GAS FIRED RADIANT HEATER DETAIL


8 BRANCH DUCT TAP


9 FURNACE DETAIL

02 03 04 05 06

D

MAIN GARAGE107

STORAGE110

RR111

BREAK ROOM108

LOCKER ROOM109

NO2CO

NO2CO

NO2CO

NO2CO

8TON HORIZONTALWATER TO AIRGEOTHERMAL HEAT PUMP

MANIFOLD ON WALL WITH1"GROUND LOOP SUPPLY ANDRETURN OUT TO 4 GEOTHERMALWELLS

300'DEEP 6"GEOTHERMAL WELL 300'DEEP 6"GEOTHERMAL WELL 300'DEEP 6"GEOTHERMAL WELL

300'DEEP 6"GEOTHERMAL WELL



vehicle storage106

L-1b

375048"x 36"

L-2b

200042"x 24"

SEF-2bSEF-1b

IEF-2b

CEF-1b

CEF-2b

C

B

A1

A

01 07 08 090.9

3TON HORIZONTAL WATERTO AIR GEOTHERMAL HEATPUMP

1"HDPE GEOTHERMAL PIPINGLOOPS TO EACH WELL

PROVIDE FLOW CENTER ATTHE BUILDING, 10GPM


1"HDPE GEOTHERMAL PIPINGLOOPS TO EACH WELL1"HDPE GEOTHERMAL PIPING

LOOPS TO EACH WELL

1"HDPE GEOTHERMAL PIPINGLOOPS TO EACH WELL



2"PIPING TO HEAT PUMP,HORIZONTAL HEAT PUMP TO

FREE BLOW INTO GARAGE,PROVIDE THERMOSTAT IN THE

GARAGE

LOUVER AND INTAKE DAMPERTO REMAIN IN BID ITEM B

MANIFOLD ON WALL WITH1"GROUND LOOP SUPPLY ANDRETURN OUT TO 4 GEOTHERMALWELLS

LOUVER AND INTAKE DAMPERTO REMAIN IN BID ITEM B

HORIZONTAL HEAT PUMP TOSERVE BREAKROOM,

STORAGE AND LOCKER ROOMAREA, CONNECT TO GRILLES

IN THE SPACES AS SHOWN ONBASE BID, PROVIDE OA

CONNECTION TO RETURN SIDEOF HEAT PUMP



GARAGE



GARAGE

GAS DETECTION SYSTEM TOREMAIN IN BID ITEM B

EXHAUST FANSTOREMAIN IN BID ITEM B

EXHAUST FANSTOREMAIN IN BID ITEM B


PLAN NORTH

SCALE: 1/8" = 1'-0"

MIB DJefferson County - Satellite Facility

March 22, 2016

Informative Bid D Informational Plan

--

SCALE:N 1/8" = 1'-0"MIBD

1 Informative Bid Geothermal Option

INFORMATIVE BID D NARRATIVE- PROVIDE SEPARATELY PUMP STAND ALONECONTROL GEOTHERMAL HEAT PUMP SYSTEMSTO HEAT THE GARAGE AND HEAT AND COOLTHE BREAKROOM AREA- GARAGE EXHAUST AND LOCKER ROOMEXHAUST SYSTEMS TO REMAIN- GAS DETECTION SYSTEMS TO REMAIN.- HORIZONTAL GEOTHERMAL HEAT PUMPS INTHE GARAGE ARE TO OPERATE BY SPACETHERMOSTAT CONTROL. WHEN GARAGEVENTILAATION SYSTEM IS IN ALARM THE HEATPUMPS WILL "CATCH UP" THE STORAGETEMPERATURE AFTER VENTILATION SYSTEMRESUMES TO NORMAL OPERATING MODE.

22

2

REF.

2

PARKING

STORAGE BINS

W

GATE

FUTURE - STACKED

CONCRETE BLOCKS

PROPOSED FACILITY

G

A

T

E

POWER TO GATE

NEW 6'-0" HIGH BLACK COATED CHAIN LINK FENCE

FUTURE FUELING AREA

0.1 0.1 0.1 0.1

0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

0.1 0.1 0.1 0.2 0.3 0.3 0.2 0.2 0.3 0.3 0.3 0.3 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.3 0.3 0.2 0.1 0.1

0.1 0.1 0.2 0.4 0.5 0.6 0.5 0.6 0.7 0.7 0.8 0.8 0.9 0.9 0.9 0.8 0.8 0.8 0.7 0.7 0.6 0.5 0.6 0.5 0.4 0.2 0.1

0.1 0.2 0.3 0.5 0.7 0.9 0.8 1.0 1.1 1.2 1.2 1.4 1.3 1.4 1.3 1.3 1.4 1.2 1.1 1.0 0.9 0.8 0.9 0.7 0.5 0.3 0.2

0.1 0.2 0.4 0.6 0.8 1.2 1.2 1.3 1.3 1.6 1.7 1.6 1.8 1.7 1.8 1.8 1.6 1.7 1.5 1.2 1.3 1.2 1.2 0.8 0.6 0.4 0.2

0.1 0.2 0.4 0.5 0.5 0.6 0.6 0.5 0.5 0.4 0.2

0.1 0.2 0.3 0.6 0.8 0.9 0.9 0.8 0.6 0.3 0.2

0.1 0.2 0.3 0.5 0.9 1.3 1.3 0.9 0.5 0.3 0.2

0.1 0.2 0.3 0.5 0.9 1.3 1.3 0.9 0.5 0.3 0.2

0.1 0.2 0.3 0.6 0.7 0.8 0.8 0.7 0.6 0.3 0.2

0.1 0.2 0.5 0.7 0.9 0.7 0.5 0.7 0.6 0.4 0.2

0.1 0.3 0.5 0.8 1.1 1.6 1.5 1.8 1.8 2.0 1.9 2.0 1.9 1.9 1.9 1.9 2.0 2.0 1.9 1.9 1.5 1.6 1.0 0.8 0.5 0.3

0.1 0.1 0.2 0.4 0.6 0.9 1.1 1.0 1.3 1.3 1.5 1.4 1.5 1.4 1.4 1.4 1.4 1.5 1.4 1.5 1.4 1.4 1.1 1.1 0.9 0.6 0.4 0.2

0.1 0.2 0.3 0.4 0.5 0.6 0.6 0.7 0.8 0.8 0.9 0.8 0.8 0.8 0.8 0.8 0.8 0.9 0.8 0.8 0.7 0.6 0.6 0.6 0.4 0.3 0.2

0.1 0.1 0.2 0.2 0.2 0.3 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.3 0.3 0.2 0.2 0.1

0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

0.1 0.1 0.1 0.1

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

2.2

STATISTICS

Description Symbol Avg Max Min Max/Min Avg/Min

Calc Zone #1 0.4 fc 2.2 fc 0.0 fc N / A N / A

E-101

(

F

O

R

M

E

R

L

Y

S

.

T

.

H

.

1

3

5

)

29' WEST

UNDERGROUD

CABLE INDICATOR

POST

WOOD

BUILDING

ONE STORY

RAMP

STOCKPILE

4.57'

FENCE

0.34' EAST

FENCE

E

D

G

E

O

F

P

A

V

E

M

E

N

T

66'

A

P

P

R

O

X

I

M

A

T

E

E

D

G

E

O

F

W

E

T

L

A

N

D

S

TANK ENCLOSURE

GUARD

RAIL

X

X

X

X

X

X

X

C

O

U

N

T

Y

S

H

O

P

R

O

A

D

EXISTING PAVEMENT

EXISTING BUILDING

TO REMAIN

PA

RK

IN

G

NEW SALT BUILDING

DEMO

EXISTING

BUILDING

FUTURE PAVING

FUTURE FUEL

AREA

PROPOSED

HOLDING TANK

PROPOSED WELL

12

34

56

PROPOSED

GRASS AREA

GRAVEL

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.2

0.3

0.3

0.3

0.3

0.3

0.4

0.4

0.4

0.4

0.4

0.4

0.4

0.4

0.4

0.4

0.4

0.4

0.3

0.3

0.3

0.3

0.3

0.2

0.1

0.1

0.2

0.3

0.5

0.7

0.7

0.8

0.9

1.0

1.0

1.1

1.0

1.0

1.0

1.0

1.0

1.0

1.0

0.9

1.0

0.8

0.7

0.7

0.6

0.5

0.3

0.2

0.1

0.2

0.4

0.7

0.9

1.2

1.2

1.5

1.5

1.7

1.6

1.6

1.5

1.5

1.5

1.5

1.6

1.5

1.6

1.4

1.4

1.1

1.2

0.9

0.7

0.4

0.3

0.1

0.3

0.5

0.8

1.1

1.7

1.7

2.0

2.1

2.1

2.0

2.0

1.9

2.0

2.0

2.0

2.0

2.0

1.9

1.8

1.6

1.7

1.1

0.8

0.5

0.3

0.1

0.2

0.4

0.5

0.5

0.6

0.6

0.6

0.5

0.4

0.2

0.1

0.2

0.3

0.6

0.8

0.9

0.9

0.8

0.6

0.3

0.2

0.1

0.2

0.3

0.5

0.9

1.3

1.3

0.9

0.5

0.3

0.2

0.1

0.2

0.3

0.5

0.9

1.3

1.3

0.9

0.5

0.3

0.2

0.1

0.2

0.3

0.6

0.8

0.8

0.8

0.7

0.6

0.3

0.2

0.1

0.2

0.4

0.5

0.5

0.5

0.5

0.5

0.5

0.4

0.2

0.1

0.2

0.4

0.6

0.8

1.2

1.1

1.3

1.2

1.5

1.6

1.6

1.7

1.7

1.7

1.7

1.6

1.6

1.5

1.3

1.3

1.1

1.2

0.8

0.6

0.4

0.2

0.1

0.2

0.3

0.5

0.7

0.9

0.7

0.8

1.0

1.0

1.1

1.3

1.2

1.2

1.3

1.2

1.3

1.1

1.1

1.1

0.9

0.7

0.9

0.7

0.5

0.3

0.2

0.1

0.1

0.2

0.3

0.4

0.5

0.4

0.5

0.6

0.6

0.6

0.7

0.7

0.7

0.7

0.7

0.7

0.7

0.6

0.6

0.5

0.4

0.5

0.4

0.3

0.2

0.1

0.1

0.1

0.1

0.2

0.2

0.2

0.1

0.2

0.2

0.2

0.2

0.2

0.3

0.2

0.2

0.3

0.2

0.2

0.2

0.2

0.2

0.1

0.2

0.2

0.2

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

2.2

E-102

RE

F.

OS

OS

OS

OS

OS

OS OS OS OS OS OS

OS OS OS OS OS OS

OS OS OS OS OS OS

OS

OS

OS

OS

OS

OS

A

D

05

07

040302 06

08

C.9

8.1

010.9

A.1

B

C

02 03 04 05

06

B

CE

B -3

C C

CE

CC

B -3 B -3

B -3

B -3 B -3

C C

CECE

C C

CE

C C

CE

C C C

CE CE

C C

C

B -8 B -8 B -10 B -10

B -10B -10

B -10 B -10 A -4

A -4 A -4

A -4

A -4

A -4B -8B -8

B -8 B -8

A -2A -2

A -2

A -2

A -2

A -2A -2

A -2 A -2

A -2A -2

A -2 A -2

A -6

A -6A -6

A -6

A

A

A

A A

A

A

A

A

A A

A

A

E

E E

E

H H H H H H

L

HHH

HHHH

L

K

K

A -7A -7 A -7A -7

A -7A -7A -7A -7

A -7

A -7

A -7 A -7 A -7 A -7 A -7 A -7

A -7

A -2

A

A

A -2 A -2

A

A -2

A -2

A -2

A -2

B

B

B

B

E

A -6


PLAN NORTH

SCALE: 1/8" = 1'-0"

E-201Jefferson County - Satelite Facility

March 22, 2016

Master Lighting Plan

--

1/8" = 1'-0"11 - LIGHTING

RE

F.

MM

M

M

M

M

M

J J

J

J F

F

T

A

D

05

07

040302 06

08

C.9

8.1

010.9

A.1

B

C

vehicle storage

105

storage

104

locker room

102

ready room

100

vehicle storage

106

02 03 04 05

06

B

RH-1bB -12

B

UH-1b

B -5

SEF-1b

B -12 RH-2b

SEF-2b

IEF-2b

AC-1b

F-1b

CEF-1b

CEF-2b

UH-2b

A

RH-3bA -8

A -9

A -11

A -11

A -21

A -11

A -11A -11

A -12

A -12

A -12

A -13 A -13

A -13

A -13

A -14

A -14

A -14

A -14

A -14

A -14A -15A -15

A -15

A -15

A -16

A -16

A -16

A -16

A -16

B -6B -6B -6

B -6

B -2 B -2 B -2

DODODODO DO DO DO

+42 GFCI

+42GFCI

+42GFCI

+42GFCI

+42GFCI

+42 GFCI

+42GFCI

+42GFCI

+42GFCI

+42GFCI

+42 GFCI+42GFCI

+42GFCI

+42GFCI

+42GFCI

+42GFCI

+42 GFCI

+42 GFCI +42 GFCI +42 GFCI

DWH-1a

A -23,25toilet

101

mech

103

+42GFCI

A-27,29

B -4

B -4

IEF-1b

A -12

A -26

+42GFCI

A -10

CT &METERB- 7,9

B- 18,20 B- 15,17 B- 11,13B- 14,16 A- 17,19

A- 18,20

TIMECLOCK

A- 12B- 19,21,23

CONNECTLOUVEROPERATOR,INTERLOCKW/ SEF-1

CONNECTLOUVEROPERATOR,INTERLOCKW/ SEF-2

CO/NOXTO CONTROLSTARTER,COORDINATEW/ MC

CO/NOXTO CONTROLSTARTER,COORDINATEW/ MC

STARTERFURNISHED BY MC,INSTALLED ANDCONNECTED BY EC,TYP OF 2. TO BESINGLE PHASE ATCONCORD SITE

B -1GATE OPERATOR

CONDUIT FOR FUTURE FUELING

+42GFCI

A -21A -24

+72MWGFCI

+36REFGFCI

B -4B -4

A -12


PLAN NORTH

SCALE: 1/8" = 1'-0"


March 22, 2016

Master Power Plan

--

1/8" = 1'-0"11 - POWER

L (LAKE MILLS SITE)BC (CONCORD SITE)

(CONCORD SITE) AC(LAKE MILLS SITE) L


PLAN NORTH

SCALE:


March 22, 2016

Panel Schedules, Lake Mills Site

--

Lighting - Dwelling Unit 400 VA 100.00% 400 VA

RECEPTACLE 17300 VA 78.90% 13650 VA

POWER 16254 VA 100.00% 16254 VA TOTAL CALCULATED AMPS: 119 A

LIGHTING - EXTERIOR 400 VA 125.00% 500 VA TOTAL CONNECTED AMPS.: 125 A

LIGHTING 5697 VA 125.00% 7121 VA TOTAL CALCULATED LOAD: 42987 VA

HEATING 1152 VA 100.00% 1152 VA TOTAL CONNECTED LOAD: 45113 VA

HVAC 3910 VA 100.00% 3910 VA

LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR CALCULATED LOAD PANEL TOTALS

LEGEND:

TOTAL AMPS: 146 A 119 A 111 A

TOTAL LOAD: 17334 VA 14112 VA 13286 VA

41 TVSS 0 A 1 0 VA 0 VA 1 20 A Spare 42



35 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 36


31 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 3229 -- -- -- 1227... 0 VA 1 20 A Spare 30

27 AC-1B 20 A 2 1227... 0 VA 1 20 A Spare 28

25 -- -- -- 2250... 1000... 1 20 A RECEPTACLE 26

23 WATER HEATER 30 A 2 2250... 180 VA 1 20 A RECEPTACLE 24

21 RECEPTACLE 20 A 1 360 VA 0 VA 1 20 A Spare 22

19 -- -- -- 900 VA 900 VA -- -- -- 2017 DOOR OPERATOR 20 A 2 900 VA 900 VA 2 20 A DOOR OPERATOR 18

15 RECEPTACLE 20 A 1 720 VA 1800... 1 20 A RECEPTACLE 16

13 RECEPTACLE 20 A 1 1260... 1080... 1 20 A RECEPTACLE 14

11 RECEPTACLE 20 A 1 1260... 710 VA 1 20 A RECEPTACLE 12

9 EXHAUST FANS 20 A 1 600 VA 960 VA 1 20 A FURNACE 10

7 LIGHTING - EXTERIOR 20 A 1 438 VA 576 VA 1 20 A RECEPTACLE 8

5 -- -- -- 5833... 25 VA 1 20 A LIGHTING 63 -- -- -- 7293... 1152... 1 20 A LIGHTING 4

1 SUBPANEL B 100 A 3 7521... 1410... 1 20 A LIGHTING 2

CKT CIRCUIT DESCRIPTION TRIP POL... A B C POL... TRIP CIRCUIT DESCRIPTION CKT

NOTES: LAKE MILLS SITE

ENCLOSURE: N1 SUBFEED LUGS: MCB RATING: 400MOUNTING: WALL WIRES: 4 MAIN BUS RATING: 400

SUPPLY FROM: UTILITY PHASES: 3 TYPE:LOCATION: VOLTS: 208Y/120V A.I.C. RATING: 14000

PANELBOARD: A

RECEPTACLE 4320 VA 100.00% 4320 VA TOTAL CALCULATED AMPS: 61 A

POWER 10200 VA 100.00% 10200 VA TOTAL CONNECTED AMPS.: 58 A

LIGHTING 3456 VA 125.00% 4320 VA TOTAL CALCULATED LOAD: 21842 VA

HEATING 1152 VA 100.00% 1152 VA TOTAL CONNECTED LOAD: 20978 VA

HVAC 1850 VA 100.00% 1850 VA

LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR CALCULATED LOAD PANEL TOTALS

LEGEND:

TOTAL AMPS: 65 A 64 A 50 A

TOTAL LOAD: 7632 VA 7404 VA 5942 VA

41 42

39 40

37 38

35 36

33 34

31 3229 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 30



23 -- -- -- 600 VA 0 VA 1 20 A Spare 24

21 -- -- -- 600 VA 0 VA 1 20 A Spare 22

19 EXHAUST FAN 20 A 3 600 VA 900 VA -- -- -- 2017 -- -- -- 900 VA 900 VA 2 20 A DOOR OPERATOR 18

15 DOOR OPERATOR 20 A 2 900 VA 900 VA -- -- -- 16

13 -- -- -- 900 VA 900 VA 2 20 A DOOR OPERATOR 14

11 DOOR OPERATOR 20 A 2 900 VA 1152... 1 20 A RADIANT HEATERS 12

9 -- -- -- 900 VA 1152... 1 20 A LIGHTING 10

7 DOOR OPERATOR 20 A 2 900 VA 1152... 1 20 A LIGHTING 8

5 UNIT HEATER 20 A 1 50 VA 1440... 1 20 A RECEPTACLE 63 LIGHTING 20 A 1 1152... 1800... 1 20 A RECEPTACLE 4

1 GATE OPERATOR 20 A 1 1200... 1080... 1 20 A RECEPTACLE 2

CKT CIRCUIT DESCRIPTION TRIP POL... A B C POL... TRIP CIRCUIT DESCRIPTION CKT

NOTES: LAKE MILLS SITE

ENCLOSURE: N1 SUBFEED LUGS: MCB RATING: NONEMOUNTING: WALL WIRES: 4 MAIN BUS RATING: 100

SUPPLY FROM: PANEL A PHASES: 3 TYPE:LOCATION: VOLTS: 208Y/120V A.I.C. RATING: 12000

PANELBOARD: BLL

E-402

4 TYPICAL OVERHEAD DOOR WIRINGN.T.S.

5 208V COMINATION STARTERS FOR HVAC EQUIPMENTN.T.S. SINGLE PHASE IS SIMILAR

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